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兰州市金城关民俗风貌区旧城改造边坡治理工程施工图设计计算书第四册］开算支侔③下滑カ计算书甘肃有色工程勘察设计研究院二0—四年—月
1兰州市金城关民俗风貌区旧城改造边坡治理工程施工图预算书第一册:设计文件第二册:设计图纸第三册：预算文件第四册ン计算书项目委托单位:兰州市小天鹅房地产开发公司项目承担单位:甘肃有色工程勘察设计研究院项目负责人:管欢民报告编制：赵怀徐飞飞王玉成冯丽娟陈瑞娣审核：官欢民总工程师:陈秀清院长：陈建国报告提交单位：甘肃有色工程勘察设计研究院
2目录计算项目:2-2剖面自然+规划（浅层滑面）1计算项目:2-2剖面降雨+规划（浅层滑面）4计算项目:2-2剖面地震+规划（浅层滑面）7计算项目:2-2剖面自然+规划（深层滑面）10计算项目:2-2剖面降雨+规划（深层滑面）14计算项目:2-2剖面地震+规划（深层滑面）18计算项目:6-6剖面自然+规划（深层滑面）22计算项目:6-6剖面降雨+规划（深层滑面）25计算项目:6-6剖面地震+规划（深层滑面）28计算项目：9-9剖面自然+规划（浅层滑面）31计算项目:9-9剖面降雨+规划（浅层滑面）34计算项目:9-9剖面地震+规划（浅层滑面）37计算项目：9-9剖面自然+规划（深层滑面）40计算项目：9-9剖面降雨+规划（深层滑面）42计算项目:9-9剖面地震+规划（深层滑面）45计算项目：12-12剖面自然+规划47计算项目：12-12剖面降雨+规划49计算项目:12-12剖面地震+规划51计算项冃:14-14剖面自然+规划（深层滑面）53计算项目:14-14剖面降雨+规划（深层滑面）56计算项目:14-14剖面地震+规划（深层滑面）58计算项目：17-17剖面自然+规划（深层滑面）61计算项目：17-17剖面降雨+规划（深层滑面）63计算项目:17-17剖面地震+规划（深层滑面）66计算项目：22-22剖面自然+规划68计算项目：22-22剖面降雨+规划71计算项目：22-22剖面地震+规划73计算项目:29-29剖面自然+规划（浅层滑面）76计算项目:29-29剖面降雨+规划（浅层滑面）78计算项目:29-29剖面地震+规划（浅层滑面）81计算项目：29-29剖面自然+规划（深层滑面）83计算项目:29-29剖面降雨+规划（深层滑面）86计算项目：29-29剖面地震+规划（深层滑面）89计算项目：31-31剖面自然+规划（深层滑坡）92计算项目：31-31剖面降雨+规划（深层滑坡）95计算项目：31-31剖面地震+规划（深层滑坡）97计算项目：34-34剖面自然+规划（深层滑面）100计算项目:34-34剖面降雨+规划（深层滑面）103计算项目：34-34剖面地震+规划（深层滑面）106计算项目:38-38剖面自然+规划（浅层滑面）109计算项目：38-38剖面降雨+规划（浅层滑面）111
3计算项目:38-38剖面地震+规划（浅层滑面）113计算项目:38-38剖面自然+规划（深层滑面）115计算项目:38-38剖面降雨+规划（深层滑面）118计算项目:38-38剖面地震+规划（深层滑面）122计算项目:42-42剖面自然+规划（浅层滑面）125计算项目:42-42剖面降雨+规划（浅层滑面）128计算项目:42-42剖面地震+规划（浅层滑面）130计算项目：42-42剖面自然+规划（深层滑面）133计算项目：42-42剖面降雨+规划（深层滑面）135计算项目:42-42剖面地震+规划（深层滑面）137
4计算项目:2-2剖面自然+规划（浅层滑而）［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数8坡面线号水平投影（m）竖直投影（即）超载数10.0006.200021.4001.600033.8002.200044.3000.800054.6001.200062.1001.900074.4002.000085.9002.0000［上层信息］坡面节点数9编号X(m)Y(m)00.0000.000-10.0006.200-21.4007.800-35.20010.000
5-49.50010.800-514.10012.000-616.20013.900-720.60015.900-826.50017.900附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118,500—10.00021.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖宜投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)14.9002.3000.00010.00021.00026.5003.2000.00010.00021.00039.3006.5000.00010.00021.00045.7005.9000.00010.00021.000［计算条件］剩余下滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计与结果:*********************************************・第1块滑体(直线滑动面)*********************************************本块始点X=20.700末点X=26.351上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=205.643(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.134(m)下滑カ=147.897(kN)
6滑床反カR=142.883(kN)滑面抗滑カ=54.848(kN)粘聚力抗滑カ=81.336(kN)本块剩余下滑カ=11.713(kN)本块下滑カ角度=45.988(度)*********************************************・第2块滑体(直线滑动面)木块始点X=20.600末点X=20.700上块传递推力=11.713(kN)推力角度=45.988(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=7.311(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.122(m)下滑カ=15.685(kN)滑床反カR=8.235(kN)滑面抗滑カ=3.161(kN)粘聚力抗滑カ=1.220(kN)本块剩余ド滑カ=11.304(kN)本块卜.滑カ角度=34.951(度)本块始点X=16.200末点X=20.600上块传递推力=11.304(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=366.913(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.368(m)下滑カ=221.497(kN)滑床反カR=300.738(kN)滑面抗功力=115.443(kN)粘聚力抗滑カ=53.682(kN)本块剩余下滑カ=52.373(kN)本块下滑カ角度=34.951(度)本块始点X=14.100末点X=16.200上块传递推力=52.373(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)
7=187.608(kN)本块总附加カ?x=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.562(m)下滑カ=159.848(kN)滑床反カR=153.772(kN)滑面抗滑カ=59.028(kN)粘聚力抗滑カ=25.621(kN)木块剩余下滑カ=75.199(kN)本块下滑カ角度=34.951(度)本块始点X=11.400末点X=14.100上块传递推力=75.199(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=259.954(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面氏度=3.294(m)ド滑カ=224.119(kN)滑床反カR=213.070(kN)滑面抗滑カ=81.790(kN)粘聚力抗滑カ=32.941(kN)本块剩余卜.滑カ=109.388(kN)本块卜.滑カ角度=34.951(度)*********************************************・第3块滑体(直线滑动面)*********************************************本块始点X=9.500末点X=11.400上块传递推力=109.388(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=211.445(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)
8有效的滑动面长度=2.118(m)下滑カ=201.510(kN)滑床反カR=206.323(kN)滑面抗滑カ=79.200(kN)粘聚力抗滑カ=21.178(kN)本块剩余下滑カ=101.133(kN)本块下滑カ角度=26.211(度)本块始点X=5.200末点X=9.500上块传递推力=101.133(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总币(包括水)=548.406(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.793(m)下滑カ=343.355(kN)滑床反カR=492.013(kN)滑面抗滑カ=188.866(kN)粘聚力抗滑カ=47.928(kN)本块剩余下滑カ=106.560(kN)本块卜.滑カ角度=26.211(度)本块始点X=4.900末点X=5.200上块传递推力=106.560(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=41.843(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.334(m)下滑カ=125.042(kN)滑床反カR=37.540(kN)滑面抗滑カ=14.410(kN)粘聚力抗滑カ=3.344(kN)本块剩余下滑カ=107.287(kN)本块下滑カ角度=26.211(度)*********************************************・第4块滑体(直线滑动面)*********************************************本块始点X=1.400末点X=4.900上块传递推力=107.287(kN)推力角度=26.211(度)
9本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=474.914(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.866(m)下滑カ=309.063(kN)滑床反カR=431.907(kN)滑面抗滑カ=165.794(kN)粘聚力抗滑カ=38.664(kN)本块剩余下滑カ=104.606(kN)木块下滑カ角度=25.145(度)本块始点X=0.000末点X=1.400上块传递推力=104.606(kN)推力角度=25.145(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=172.790(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.547(m)ド滑カ=178.025(kN)滑床反カR=156.416(kN)滑面抗滑カ=60.042(kN)粘聚力抗滑カ=15.466(kN)本块剩余卜.滑カ=102.517(kN)本块卜.滑カ角度=25.145(度)
10计算项目:2-2剖面降雨+规划（浅层滑而）［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数8坡面线号水平投影（m）竖直投影（即）超载数10.0006.200021.4001.600033.8002.200044.3000.800054.6001.200062.1001.900074.4002.000085.9002.0000［上层信息］坡面节点数9编号X(m)Y(m)00.0000.000-10.0006.200-21.4007.800-35.20010.000
11-49.50010.800-514.10012.000-616.20013.900-720.60015.900-826.50017.900附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800—8.00015.000-——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖宜投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)14.9002.3000.00010.00021.00026.5003.2000.00010.00021.00039.3006.5000.00010.00021.00045.7005.9000.00010.00021.000［计算条件］剩余下滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*********************************************本块始点X=20.700末点X=26.351上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=220.093(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.134(m)下滑カ=158.289(kN)
12滑床反カR=152.924(kN)滑面抗滑カ=58.702(kN)粘聚力抗滑カ=81.336(kN)本块剩余下滑カ=18.252(kN)本块下滑カ角度=45.988(度)*********************************************・第2块滑体(直线滑动面)木块始点X=20.600末点X=20.700上块传递推力=18.252(kN)推力角度=45.988(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)木块总重:(包括水)=7.825(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.122(m)下滑カ=22.397(kN)滑床反カR=9.908(kN)滑面抗滑カ=3.803(kN)粘聚力抗滑カ=1.220(kN)本块剩余ド滑カ=17.373(kN)本块卜.滑カ角度=34.951(度)本块始点X=16.200末点X=20.600上块传递推力=17.373(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=392.696(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.368(m)下滑カ=242.337(kN)滑床反カR=321.871(kN)滑面抗滑カ=123.555(kN)粘聚力抗滑カ=53.682(kN)本块剩余下滑カ=65.101(kN)本块下滑カ角度=34.951(度)本块始点X=14.100末点X=16.200上块传递推力=65.101(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本
13块总重(包括水)=200.791(kN)本块总附加カ?x=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.562(m)下滑カ=180.128(kN)滑床反カR=164.578(kN)滑面抗滑カ=63.175(kN)粘聚力抗滑カ=25.621(kN)木块剩余下滑カ=91.332(kN)本块下滑カ角度=34.951(度)本块始点X=11.400末点X=14.100上块传递推力=91.332(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=278.221(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面氏度=3.294(m)卜・滑カ=250.716(kN)滑床反カR=228.042(kN)滑面抗滑カ=87.537(kN)粘聚力抗滑カ=32.941(kN)本块剩余卜・滑カ」130.238(kN)本块卜.滑カ角度=34.951(度)*********************************************・第3块滑体(直线滑动面)*********************************************本块始点X=9.500末点X=11.400上块传递推力=130.238(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=226.304(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)
14有效的滑动面长度=2.118(m)下滑カ=228.681(kN)滑床反カR=222.821(kN)滑面抗滑カ=85.533(kN)粘聚力抗滑カ=21.178(kN)本块剩余下滑カ=121.970(kN)本块下滑カ角度=26.211(度)本块始点X=5.200末点X=9.500上块传递推力=121.970(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总币(包括水)=586.942(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.793(m)下滑カ=381.213(kN)滑床反カR=526.587(kN)滑面抗滑カ=202.138(kN)粘聚力抗滑カ=47.928(kN)本块剩余下滑カ=131.147(kN)本块卜.滑カ角度=26.211(度)本块始点X=4.900末点X=5.200上块传递推力=131.147(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=44.783(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.334(m)下滑カ=150.927(kN)滑床反カR=40.178(kN)滑面抗滑カ=15.423(kN)粘聚力抗滑カ=3.344(kN)本块剩余下滑カ=132.160(kN)本块下滑カ角度=26.211(度)*********************************************・第4块滑体(直线滑动面)*********************************************本块始点X=1.400末点X=4.900
15上块传递推力=132.160(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=508.287(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.866(m)下滑カ=348.112(kN)滑床反カR=462.580(kN)滑面抗滑カ=177.568(kN)粘聚力抗滑カ=38.664(kN)本块剩余下滑カ=131.880(kN)木块下滑カ角度=25.145(度)本块始点X=0.000末点X=1.400上块传递推力=131.880(kN)推力角度=25.145(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=184.932(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.547(m)卜.滑カ=210.459(kN)滑床反カR=167.407(kN)滑面抗滑カ=64.262(kN)粘聚力抗滑カ=15.466(kN)本块剩余卜.滑カ=130.732(kN)本块卜.滑カ角度=25.145(度)
16计算项目:2-2剖面地震+规划(浅层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算地震烈度:8度地宸作用综合系数：0.250地震作用重要性系数:1.000［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0006.200021.4001.600033.8002.200044.3000.800054.6001.200062.1001.900074.4002.000085.9002.0000［土层信息］坡面节点数9编号X(m)Y(m)00.0000.000T0.0006.200
17-21.4007.800-35.20010.000-49.50010.800-514.10012.000-616.20013.900-720.60015.900-826.50017.900附加节点数0编号X(m)Y(m)不同土性区域数1区号垂度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500——10.00021.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影加)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)14.9002.3000.00010.00021.00026.5003.2000.00010.00021.00039.3006.5000.00010.00021.00045.7005.9000.00010.00021.000［计算条件］剩余下滑カ计弊目标:计算剩余下滑カ剩余下滑カ计经时的安全系数:1.200计兑结果:**********************3|n|c*********************・第1块滑体(直线滑动面)*キ*******************************************本块始点X=20.700末点X=26.351上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=205.643(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=10.282(kN)
18有效的滑动面长度=8.134加)下滑カ=158.179(kN)滑床反カR=142.883(kN)滑面抗滑カ=54.848(kN)粘聚力抗滑カ=81.336(kN)本块剩余下滑カ=21.995(kN)本块下滑カ角度=45.988(度)*第2块滑体(直线滑动面)本块始点X=20.600末点X=20.700上块传递推力=21.995(kN)推力角度=45.988(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)木块总重(包括水)=7.311(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.366(kN)有效的滑动面长度=0.122(in)ド滑カ=26.142(kN)滑床反カR=10.203(kN)滑面抗滑カ=3.917(kN)粘聚力抗滑カ=1.220(kN)本块剩余ド滑カ=21.005(kN)本块卜.滑カ角度=34.951(度)本块始点X=16.200末点X=20.600上块传递推力=21.005(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=366.913(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=18.346(kN)有效的滑动面长度=5.368(m)下滑カ=249.545(kN)滑床反カR=300.738(kN)滑面抗滑カ=115.443(kN)粘聚力抗滑カ=53.682(kN)本块剩余下滑カ=80.420(kN)本块下滑カ角度=34.951(度)
19本块始点X=14.100末点X=16.200上块传递推力=80.420(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总朮(包括水)=187.608(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=9.380(kN)有效的滑动面长度=2.562(m)下滑カ=197.276(kN)滑床反カR=153.772(kN)滑面抗滑カ=59.028(kN)粘聚力抗滑カ=25.621(kN)本块剩余下滑カ=112.627(kN)本块下滑カ角度=34.951(度)本块始点X=11.400末点X=14.100上块传递推力=112.627(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=259.954(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=12.998(kN)有效的滑动面长度=3.294(m)ド滑カ=274.545(kN)滑床反カR=213.070(kN)滑面抗滑カ=81.790(kN)粘聚力抗滑カ=32.941(kN)本块剩余下滑カ=159.814(kN)本块下滑カ角度=34.951(度)*********************************************・第3块滑体(直线滑动面)**********************s|a|c*********************本块始点X=9.500末点X=11.400上块传递推力=159.814(kN)推力角度=34.951(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=211.445(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
20本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=10.572(kN)有效的滑动面长度=2.118(m)下滑カ=261.923(kN)滑床反カR=213.984(kN)滑面抗滑カ=82.141(kN)粘聚力抗滑カ=21.178(kN)本块剩余下滑カ=158.604(kN)本块下滑カ角度=26.211(度)本块始点X=5.200末点X=9.500上块传递推力=158.604(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总(包括水)=548.406(kN)木块总附加力Px=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=27.420(kN)有效的滑动面长度=4.793(m)下滑カ=428.246(kN)滑床反カR=492.013(kN)滑面抗滑カ:188.866(kN)粘聚力抗滑カ=47.928(kN)本块剩余ド滑カ=191.452(kN)本块卜.滑カ角度=26.211(度)本块始点X=4.900末点X=5.200上块传递推力=191.452(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=41.843(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=2.092(kN)有效的滑动面长度=0.334(m)下滑カ=212.025(kN)滑床反カR=37.540(kN)滑面抗滑カ=14.410(kN)粘聚力抗滑カ=3.344(kN)本块剩余下滑カ=194.271(kN)本块下滑カ角度=26.211(度)
21*********************************************・第4块滑体(直线滑动面)・********************************************本块始点X=1.400末点X=4.900上块传递推力=194.271(kN)推力角度=26.211(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总朮(包括水)=474.914(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=23.746(kN)有效的滑动面长度=3.866(m)下滑カ=419.778(kN)166.415(kN)粘聚力抗滑カ=38.664(kN)滑床反カR=433.526(kN)滑面抗滑カ木块剩余下滑カ=214.699(kN)木块下滑カ角度=25.145(度)本块始点X=0.000末点X=1.400上块传递推力=214.699(kN)推力角度二25.145(度)木块滑面粘聚カ=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=172.790(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=8.639(kN)有效的滑动面长度=1.547(m)卜.滑カ=296.758(kN)滑床反カR：156.416(kN)滑面抗滑カ=60.042(kN)粘聚力抗滑カ=15.466(kN)本块剩余卜.滑カ=221.250(kN)本块卜.滑カ角度ー25.145(度)
22计算项目:2-2剖面自然+规划(深层滑面)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0001.500026.8004.1001超载1距离O.OOO(m)宽7.890(m)荷载(114.70—114.70kPa)90.00(度)314.90010.3001超载1距离O.OOO(m)宽17.900(m)荷载(114.70—33.30kPa)90.00(度)44.3003.4001超载1距离0.000(m)宽5.480(m)荷我(33.30—0.OOkPa)90.00(度)53.5001.400069.8009.600071.6003.300087.0006.1000
23［土层信息］坡面节点数9编号X(m)Y(m)00.0000.000-10.0001.500-26.8005.600-321.70015.900-426.00019.300-529.50020.700-639.30030.300-740.90033.600-847.90039.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压自点编号(kN/m3)(kN/m3)(kPa)（度）系数122.70028.00030.000-一(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数9滑面线起始点坐标：（〇.000,0.000）滑动曲线号水平投影加）竖直投影（m）矢髙（m）粘聚カ（kPa）内摩擦角（度）15.1001.1000.00028.00030.00024.3002.4000.00028.00030.00037.6004.5000.00028.00030.00046.0003.8000.00028.00030.00058.2005.9000.00028.00030.00063.0003.0000.00028.00030.00076.7006.3000.00028.00030.00084.7005.9000.00028.00030.00092.3006.9000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:**********************s|a(c*********************・第1块滑体(直线滑动面)
24**********************3|a|c************)|a(c**3|a|c***本块始点X=45.600末点X=47.853上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总币(包括水)=138.842(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.125(m)下滑カ=131.717(kN)滑床反カR=43.906(kN)滑面抗滑カ=25.349(kN)粘聚力抗滑カ=199.491(kN)本块剩余下滑カ=0.000(kN)本块卜.滑カ角度=71.565(度)・第2块滑体(直线滑动面)本块始点X=40.900末点X=45.600上块传递推力=0.000(kN)推力角度=71.565(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=688.244(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.543(m)下滑カ=538.317(kN)滑床反カR=428.829(kN)滑面抗滑カ=247.585(kN)粘聚力抗滑カ=211.210(kN)本块剩余下滑カ=79.523(kN)本块下滑カ角度=51.459(度)*********************************************・第3块滑体(直线滑动面)**********************3|a(c************]|a|c**3|t3(c***本块始点X=39.300末点X=40.900上块传递推力=79.523(kN)推力角度=51.459(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=234.
25476(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.196(m)下滑カ=239.328(kN)滑床反カR=182.192(kN)滑面抗滑カ=105.188(kN)粘聚力抗滑カ=61.495(kN)木块剩余下滑カ=72.645(kN)本块下滑カ角度=43.238(度)本块始点X=34.200末点X=39.300上块传递推力=72.645(kN)推力角度=43.238(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总重(包括水)=616.590(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面氏度=7.001(m)ド滑カ=495.024(kN)滑床反カR=449.197(kN)滑面抗滑カ=259.344(kN)粘聚力抗滑カ=196.014(kN)本块剩余卜.滑カ=39.666(kN)本块卜.滑カ角度=43.238(度)*********************************************・第4块滑体(直线滑动面)*********************************************本块始点X=31.200末点X=34.200上块传递推力=39.666(kN)推力角度=43.238(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=357.335(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=4.243(m)下滑カ=292.321(kN)
26滑床反カR=251.454(kN)滑面抗滑カ=145.177(kN)粘聚力抗滑カ=118.794(kN)本块剩余下滑カ=28.350(kN)本块下滑カ角度=45.000(度)**********************3|(**********************・第5块滑体(直线滑动面)本块始点X=29.500末点X=31.200上块传递推力=28.350(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)木块总裁(包括水)=194.169(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=2.094(m)ド滑カ=141.383(kN)滑床反カR=162.175(kN)滑面抗滑カ:93.632(kN)粘聚力抗滑カ=58.641(kN)本块剩余ド滑カ=0.000(kN)本块卜,滑カ角度=35.735(度)本块始点X=26.000末点X=29.500上块传递推力=-10.889(kN)推力角度=35.735(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=430.169(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.312(m)下滑カ=240.349(kN)滑床反カR=349.178(kN)滑面抗滑カ=201.598(kN)粘聚力抗滑カ=120.731(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=35.735(度)本块始点X=23.000末点X=26.000上块传递推力=-81.980(kN)推力角度=35.735(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=403.594(kN)本块总附加力Px=0.000(kN)Py=-44.399(kN)
27本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.696(m)下滑カ=127.805(kN)滑床反カR=291.566(kN)滑面抗滑カニ168.336(kN)粘聚カ抗滑カ-103.484(kN)本块剩余下滑カ=0.000(kN)木块下滑カ角度=35.735(度)*第6块滑体(直线滑动面)本块始点X=21.700末点X=23.000上块传递推力=0.000(kN)推力角度=35.735(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)木块总車(包括水)=167.906(kN)木块总附加力Px=0.000(kN)Py=-46.843(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=1.539(m)ド滑カ=64.775(kN)滑床反カR=102.277(kN)滑面抗滑カ=59.049(kN)粘聚力抗滑カ=43.086(kN)本块剩余卜.滑カニ0.000(kN)本块卜.滑カ角度=32.347(度)本块始点X=17.000末点X=21.700上块传递推力=-37.360(kN)推力角度=32.347(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=578.242(kN)本块总附加力Px=0.000(kN)Py=-251.938(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=5.563(m)下滑カ=137.229(kN)滑床反カR=275.668(kN)滑面抗滑カ=159.157(kN)粘聚力抗滑力=155.773(kN)
28本块剩余下滑カ=0.000(kN)本块下滑カ角度=32.347(度)**********************s|a|c*********************第7块滑体(直絞滑动面)**********************3|a|c************)|a(c**3|a|c***本块始点X=9.400末点X=17.000上块传递推力=0.000(kN)推力角度=32.347(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总币(包括水)=834.829(kN)本块总附加力Px=0.000(kN)Py=-732.839(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.832(m)下滑カ=51.963(kN)滑床反カR=87.760(kN)滑面抗滑カ=50.668(kN)粘聚力抗滑カ=247.305(kN)本块剩余下滑カ=0.000(kN)本块卜.滑カ角度=30.630(度)*第8块滑体(直线滑动面)本块始点X=6.800末点X=9.400上块传递推力=0.000(kN)推力角度=30.630(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=248.854(kN)本块总附加力Px=0.000(kN)Py=-339.823(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.978(m)下滑カ=-44.335(kN)滑床反カR=-79.434(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=83.372(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=29.168(度)本块始点X=5.100末点X=6.800
29上块传递推力=-127.707(kN)推力角度=29.168(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=153.487(kN)本块总附加力Px=0.000(kN)Py=-151.955(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.947(m)下滑カ=-126.961(kN)滑床反カR=1.337(kN)滑面抗滑カ=0.772(kN)粘聚力抗滑カ=54.512(kN)本块剩余下滑カ=0.000(kN)木块下滑カ角度=29.168(度)*第9块滑体(直线滑动面)本块始点X=0.000末点X=5.100上块传递推力=0.000(kN)推力角度=29.168(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总事:(包括水)=326.037(kN)本块总附加力Px=0.000(kN)Py=-683.073(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=5.217(m)ド滑カ=0.000(kN)滑床反カR=0.000(kN)滑面抗滑カ-0.000(kN)粘聚力抗滑カ=0.000(kN)本块剩余卜.滑カ=0.000(kN)本块卜.滑カ角度=12.171(度)
30计算项目:2-2剖面降雨+规划(深层滑而)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0001.500026.8004.1001超载1距离O.OOO(m)宽7.890(m)荷载(114.70—114.70kPa)90.00(度)314.90010.3001超载1距离O.OOO(m)宽17.900(m)荷载(114.70—33.30kPa)90.00(度)44.3003.4001超载1距离0.000(m)宽5.480(m)荷我(33.30—0.OOkPa)90.00(度)53.5001.400069.8009.600071.6003.300087.0006.1000
31［土层信息］坡面节点数9编号X(m)Y(m)00.0000.000-10.0001.500-26.8005.600-321.70015.900-426.00019.300-529.50020.700-639.30030.300-740.90033.600-847.90039.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压自点编号(kN/m3)(kN/m3)(kPa)（度）系数123.70018.00021.000-一(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数滑动曲线号9滑面线起始点坐标：（〇.000,0.000）水平投影加）竖直投影（m）矢髙（m）粘聚カ（kPa）内摩擦角（度）15.1001.1000.00018.00021.00024.3002.4000.00018.00021.00037.6004.5000.00018.00021.00046.0003.8000.00018.00021.00058.2005.9000.00018.00021.00063.0003.0000.00018.00021.00076.7006.3000.00018.00021.00084.7005.9000.00018.00021.00092.3006.9000.00018.00021.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:**********************s|a(c*********************・第1块滑体(直线滑动面)
32**********************3|a|c************)|a(c**3|a|c***本块始点X=45.600末点X=47.853上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总币(包括水)=144.244(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.125(m)下滑カ=136.842(kN)滑床反力R=45.614(kN)滑面抗滑カ=17.510(kN)粘聚力抗滑カ=128.244(kN)本块剩余下滑カ=-8.911(kN)本块卜.滑カ角度=71.565(度)・第2块滑体(直线滑动面)本块始点X=40.900末点X=45.600上块传递推力=0.000(kN)推力角度=71.565(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=715.024(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.543(m)下滑カ=559.264(kN)滑床反カR=445.515(kN)滑面抗滑カ=171.017(kN)粘聚力抗滑カ=135.778(kN)本块剩余下滑カ=252.469(kN)本块下滑カ角度=51.459(度)**********************a|n|c****************3|a|c***・第3块滑体(直线滑动面)**********************3|a(c************]|afc**3|t3(c***本块始点X=39.300末点X=40.900上块传递推力=252.469(kN)推力角度=51.459(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=243.599(kN)
33本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.196(m)下滑カ=416.746(kN)滑床反カR=213.569(kN)滑面抗滑カ=81.981(kN)粘聚力抗滑カ=39.532(kN)木块剩余下滑カ=295.232(kN)本块下滑カ角度=43.238(度)本块始点X=34.200末点X=39.300上块传递推力=295.232(kN)推力角度=43.238(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=640.581(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面氏度=7.001(m)卜・滑カ=734.047(kN)滑床反カR=466.676(kN)滑面抗滑カ=179.140(kN)粘聚力抗滑カ=126.009(kN)本块剩余卜.滑カ=428.898(kN)本块卜.滑カ角度=43.238(度)*********************************************・第4块滑体(直线滑动面)*********************************************本块始点X=31.200末点X=34.200上块传递推力=428.898(kN)推力角度=43.238(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=371.239(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=4.243(m)下滑カ=691.200(kN)滑床反カR=249.315(kN)滑面抗滑カ=95.703(kN)粘聚力抗滑カ=76.368(kN)
34本块剩余下滑カ=519.130(kN)本块下滑カ角度=45.000(度)**********************3|(**********************・第5块滑体(直线滑动面)本块始点X=29.500末点X=31.200上块传递推力=519.130(kN)推力角度=45.000(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)木块总裁(包括水)=201.724(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=2.094(m)卜.滑カ=630.174(kN)滑床反カR=247.320(kN)滑面抗滑カニ94.937(kN)粘聚カ抗滑カ37.698(kN)本块剩余ド滑カ=497.539(kN)本块卜,滑カ角度=35.735(度)本块始点X=26.000末点X=29.500上块传递推力=497.539(kN)推力角度=35,735(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=446.907(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.312(m)下滑カ=758.552(kN)滑床反カR=362.765(kN)滑面抗滑カ=139.252(kN)粘聚力抗滑カ=77.613(kN)本块剩余下滑カ=541.687(kN)本块下滑カ角度=35.735(度)本块始点X=23.000末点X=26.000上块传递推力=541.687(kN)推力角度=35.735(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=419.298(kN)本块总附加力Px=0.000(kN)Py=-44.399(kN)本块筋带在滑面切向カPt=0.000(kN)
35本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.696(m)下滑カ=760.645(kN)滑床反カR=304.314(kN)滑面抗滑カニ116.815(kN)粘聚力抗滑カ=66.525(kN)本块剩余下滑カ=577.304(kN)木块下滑カ角度=35.735(度)・第6块滑体(直线滑动面)本块始点X=21.700末点X=23.000上块传递推力=577.304(kN)推力角度二35.735(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角;21.000(度)本块总車(包括水)=174.439(kN)木块总附加力Px=0.000(kN)Py=-46.843(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=1.539(m)ド滑カ=644.566(kN)滑床反カR=141.913(kN)滑面抗滑カ=54.475(kN)粘聚力抗滑カ=27.698(kN)本块剩余卜.滑カニ562.392(kN)本块卜.滑カ角度=32.347(度)本块始点X=17.000末点X=21.700上块传递推力=562.392(kN)推力角度=32.347(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=600.742(kN)本块总附加力Px=0.000(kN)Py=-251.938(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=5.563(m)下滑カ=749.021(kN)滑床反カR=294.676(kN)滑面抗滑カ=113.115(kN)粘聚力抗滑力=100.140(kN)本块剩余下滑カ=535.765(kN)
36本块下滑カ角度=32.347(度)*********************************************・第7块滑体（直线滑动面）**********************3|a|c************)|a(c**3|a|c***本块始点X=9.400末点X=17.000上块传递推力=535.765(kN)推力角度=32.347(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总币(包括水)=867.313(kN)本块总附加力Px=0.000(kN)Py=-732.839(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.832(m)下滑カ=604.038(kN)滑床反カR=131.768(kN)滑面抗滑カ=50.581(kN)粘聚カ抗滑カ-158.982(kN)本块剩余下滑カ=394.475(kN)本块卜.滑カ角度=30.630(度)・第8块滑体(直线滑动面)本块始点X=6.800末点X=9.400上块传递推力=394.475(kN)推力角度=30.630(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=258.537(kN)本块总附加力Px=0.000(kN)Py=-339.823(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.978(m)下滑カ=354.730(kN)滑床反カR=-60.911(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=53.596(kN)本块剩余下滑カ=301.134(kN)本块下滑カ角度=29.168(度)本块始点X=5.100末点X=6.800上块传递推力=301.134(kN)推力角度=29.168(度)
37本块滑面粘聚カ=18.000(kPa)滑面摩擦角=21.000(度)本块总垂(包括水)=159.459(kN)本块总附加力Px=0.000(kN)Py=-151.955(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.947(m)下滑カ=304.791(kN)滑床反カR=6.552(kN)滑面抗滑カ=2.515(kN)粘聚力抗滑カ=35.044(kN)本块剩余下滑カ=267.232(kN)木块下滑カ角度=29.168(度)*第9块滑体(直线滑动面)本块始点X=0.000末点X=5.100上块传递推力=267.232(kN)推力角度二29.168(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角;21.000(度)本块总事:(包括水)=338.723(kN)本块总附加力Px=0.000(kN)Py=-683.073(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=5.217(m)ド滑カ=182.959(kN)滑床反カR=-258.496(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=93.911(kN)本块剩余卜.滑カニ89.048(kN)本块卜.滑カ角度=12.171(度)
38计算项目:2-2剖面地震+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数120.0001.50006.8004.1001超载1距离0.000(m)寛7.890(m)荷载(114.70—114.70kPa)90.00(度)314.90010.3001超载1距离O.OOO(m)宽17.900(m)荷载(114.70—33.30kPa)90.00(度)44.3003.4001超载1距离O.OOO(m)寛5.480(m)荷载(33.30—0.OOkPa)90.00(度)5673.5001.40009.8009.60001.6003.3000
3987.0006.1000［土层信息］坡面节点数9编号X(m)Y(m)00.0000.000-10.0001.500-26.8005.600-321.70015.900-426.00019.300-529.50020.700-639.30030.300-740.90033.600-847.90039.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压行点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000-——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数9滑面线起始点坐标:(〇.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)15.1001.1000.00020.00021.00024.3002.4000.00020.00021.00037.6004.5000.00020.00021.00046.0003.8000.00020.00021.00058.2005.9000.00020.00021.00063.0003.0000.00020.00021.00076.7006.3000.00020.00021.00084.7005.9000.00020.00021.00092.3006.9000.00020.00021.000［计兑条件］剰余下滑カ计算冃标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:
40**********************)|a|c************9|a|c**3|a|c***・第l块滑体(直线滑动面)**********************i|t3|c************3|a(c**3|a|c***本块始点X=45.600末点X=47.853上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总青(包括水)=138.842(kN)木块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=6.942(kN)有效的滑动面长度=7.125(m)下滑カ=138.659(kN)滑床反カR=43.906(kN)滑面抗滑カt16.854(kN)粘聚力抗滑カ=142.493(kN)本块剩余ド滑カ=-20.688(kN)本块卜.滑カ角度=71.565(度)・第2块滑体(直线滑动面)・********************************************本块始点X=40.900末点X=45.600上块传递推力=0.000(kN)推力角度=71.565(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦用=21.000(度)本块总重(包括水)=688.244(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=34.412(kN)有效的滑动面长度=7.543(m)下滑カ=572.730(kN)滑床反カR=428.829(kN)滑面抗滑カ=164.612(kN)粘聚力抗滑カ=150.864(kN)本块剩余下滑カ=257.253(kN)本块下滑カ角度=51.459(度)**********************3|a(c************]|afc**3|t3(c***・第3块滑体(直线滑动面)・*********************3)o(c************31ale**3|ofc***本块始点X=39.300末点X=40.900
41上块传递推力=257.253(kN)推力角度=51.459(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总朮(包括水)=234.476(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=11.724(kN)有效的滑动面长度=2.196(m)下滑カ=426.955(kN)滑床反カR=207.606(kN)滑面抗滑カ=79.693(kN)粘聚力抗滑カ=43.925(kN)木块剩余下滑カ=303.338(kN)本块下滑カ角度=43.238(度)本块始点X=34.200末点X=39.300上块传递推力=303.338(kN)推力角度=43.238(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=616.590(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=30.829(kN)有效的滑动面长度=7.001(m)ド滑カ=756.547(kN)滑床反カR=449.197(kN)滑面抗滑カ=172.431(kN)粘聚力抗滑カ=140.010(kN)本块剩余下滑カ=444.106(kN)本块下滑カ角度=43.238(度)*********************************************・第4块滑体(直线滑动面)**********************s|a|c*********************本块始点X=31.200末点X=34.200上块传递推力=444.106(kN)推力角度=43.238(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=357.335(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
42本块水浮力=0.000(kN)本块地震カ=17.867(kN)有效的滑动面长度=4.243(m)下滑カ=714.437(kN)滑床反カR=239.015(kN)滑面抗滑カ=91.749(kN)粘聚力抗滑カ=84.853(kN)本块剩余下滑カ=537.835(kN)本块下滑カ角度=45.000(度)・第5块滑体(直线滑动面)本块始点X=29.500末点X=31.200上块传递推力=537.835(kN)推力角度=45.000(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总重:(包括水)=194.169(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=9.708(kN)有效的滑动面长度=2.094(m)下滑カ=653.931(kN)滑床反カR=244.199(kN)滑面抗滑カ一93.739(kN)粘聚力抗滑カ=41.886(kN)本块剩余ド滑カ=518.305(kN)本块卜.滑カ角度=35.735(度)本块始点X=26.000末点X=29.500上块传递推力=518.305(kN)推力角度=35.735(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=430.169(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=21.508(kN)有效的滑动面长度=4.312(m)下滑カ=791.052(kN)滑床反カR=349.178(kN)滑面抗滑カ=134.037(kN)粘聚力抗滑カ=86.236(kN)本块剩余下滑カ=570.778(kN)本块下滑カ角度=35.735(度)
43本块始点X=23.000末点X=26.000上块传递推力=570.778(kN)推力角度=35.735(度)本块滑面粘聚カ=20.000(kPa)滑向摩擦角=21.000(度)本块总朮(包括水)=403.594(kN)本块总附加力Px=0.000(kN)Py=-44.399(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=20.180(kN)有效的滑动面长度=3.696(m)下滑カ=800.743(kN)滑床反カR=291.566(kN)滑面抗滑カ=111.922(kN)粘聚力抗滑カ=73.917(kN)木块剩余下滑カ=614.905(kN)木块下滑カ角度=35.735(度)*第6块滑体(直线滑动面)本块始点X=21.700末点X=23.000上块传递推力=614.905(kN)推力角度=35.735(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角;21.000(度)本块总重(包括水)=167.906(kN)本块总附加力Px=0.000(kN)Py=-46.843(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=8.395(kN)有效的滑动面长度=1.539(m)卜.滑カニ687.000(kN)滑床反カR=138.616(kN)滑面抗滑カ=53.210(kN)粘聚力抗滑カ=30.776(kN)本块剩余下滑カ=603.015(kN)本块下滑カ角度=32.347(度)本块始点X=17,000末点X=21.700上块传递推力=603.015(kN)推力角度=32.347(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=578.242(kN)本块总附加力Px=0.000(kN)Py=-251.938(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
44本块地震カ=28.912(kN)有效的滑动面长度=5.563(m)下滑カ=806.517(kN)滑床反カR=275.668(kN)滑面抗滑カ=105.819(kN)粘聚力抗滑カ=111.266(kN)本块剩余下滑カ=589.431(kN)本块下滑カ角度=32.347(度)**********************)|a|c************)|a|c**3|a|c***・第7块滑体(直线滑动面)*******l|c**************3|t3|c************3|a(c**3|a|c***本块始点X=9.400末点X=17.000上块传递推力=589.431(kN)推力角度=32.347(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总$：(包括水)=834.829(kN)木块总附加力Px=0.000(kN)Py=-732.839(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=41.741(kN)有效的滑动面长度=8.832(m)下滑カ=682.871(kN)滑床反カR=105.425(kN)滑面抗滑カ:40.469(kN)粘聚力抗滑カ=176.647(kN)本块剩余ド滑カ=465.755(kN)本块卜.滑カ角度=30.630(度)・第8块滑体(直线滑动面)本块始点X=6.800末点X=9.400上块传递推力=465.755(kN)推力角度=30.630(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦用=21.000(度)本块总重(包括水)=248.854(kN)本块总附加力Px=0.000(kN)Py=-339.823(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=12.443(kN)有效的滑动面长度=2.978(m)下滑カ=433.711(kN)滑床反カR=-67.547(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=59.551(kN)本块剩余下滑カ=374.160(kN)
45本块下滑カ角度=29.168(度)本块始点X=5.100末点X=6.800上块传递推力=374.160(kN)推力角度=29.168(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总朮(包括水)=153.487(kN)本块总附加力Px=0.000(kN)Py=T51.955(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=7.674(kN)有效的滑动面长度=1.947(m)下滑カ=382.581(kN)滑床反カR=1.337(kN)滑面抗滑カ=0.513(kN)粘聚力抗滑カ=38.937(kN)木块剩余下滑カ=343.130(kN)本块下滑カ角度=29.168(度)*第9块滑体(直线滑动面)本块始点X=0.000末点X=5.100上块传递推力=343.130(kN)推力角度=29.168(度)本块滑面粘聚カ=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=326.037(kN)本块总附加力Px=0.000(kN)Py=-683.073(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=16.302(kN)有效的滑动面长度=5.217(m)ド滑カ=269.169(kN)滑床反カR=-248.711(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=104.346(kN)本块剩余下滑カ=164.823(kN)本块下滑カ角度=12.171(度)
46计算项目:剖面自然+规划(深层滑面)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.300024.8002.7000310.20010.000043.9002.600053.5000.400064.0004.3000［上层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.300-24.8009.000-315.00019.000118.90021.600
47-522.40022.000-626.40026.300附加节点数0编号X(m)Y(m)不同土性区域数】区号垂度饱和裁度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖在投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)18.4005.0000.00028.00030.00027.9005.7000.00028.00030.00037.0007.9000.00028.00030.00043.3007.7000.00028.00030.000［计算条件］剰余ド滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=26.400末点X=26.600上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1.199(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.508(m)下滑カ=1.102(kN)滑床反カR=0.472(kN)滑面抗滑カ=0.273(kN)粘聚力抗滑カ=14.216(kN)
48本块剩余下滑カ=0.000(kN)本块下滑カ角度=66.801(度)
49本块始点X=23.300末点X=26.400上块传递推力=-13.386(kN)推力角度=66.801(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总低(包括水)=192.569(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.870(m)下滑カ=163.612(kN)滑床反カR=75.857(kN)滑面抗滑カ=43.796(kN)粘聚力抗滑カ=220.350(kN)木块剩余下滑カ=0.000(kN)本块下滑カ角度=66.801(度)*********************************************・第2块滑体(直线滑动面)本块始点X=22.400末点X=23.300上块传递推力=0.000(kN)推力角度=66.801(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=101.578(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.357(m)下滑カ=76.026(kN)滑床反カR=67.365(kN)滑面抗滑カ=38.893(kN)粘聚力抗滑カ=37.998(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=48.457(度)本块始点X=18.900末点X=22.400上块传递推力=-0.865(kN)推力角度=48.457(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总垂(包括水)=556.855(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
50本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.278(m)下滑カ=415.915(kN)滑床反カR=369.299(kN)滑面抗滑カ=213.215(kN)粘聚力抗滑カ=147.771(kN)木块剩余下滑カ=54.929(kN)本块下滑カ角度=48.457(度)本块始点X=16.300末点X=18.900上块传递推力=54.929(kN)推力角度=48.457(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=572.393(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=3.920(m)ド滑カ=483.339(kN)滑床反カR=379.604(kN)滑面抗滑カ=219.164(kN)粘聚力抗滑カ=109.773(kN)本块剩余卜.滑カ=154.401(kN)本块卜.滑カ角度=48.457(度)*第3块滑体(直线滑动面)本块始点X=15.000末点X=16.300上块传递推力=154.401(kN)推力角度=48.457(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=307.449(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.603(m)下滑カ=330.550(kN)滑床反カR=283.127(kN)滑面抗滑カ=163.464(kN)粘聚力抗滑カ=44.886(kN)
51本块剰余下滑カ=122.200(kN)本块下滑カ角度=35.811(度)本块始点X=8.400末点X=15.000上块传递推力=122.200(kN)推力角度=35.811(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
52本块总重(包括水)=1422.042(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.139(m)下滑カ=954.260(kN)滑床反カR=1153.205(kN)滑面抗滑カ=665.803(kN)粘聚力抗滑カ=227.881(kN)木块剩余下滑カ=60.576(kN)本块下滑カ角度=35.811(度)*第4块滑体(直线滑动面)*********************************************本块始点X=4.800末点X=8.400上块传递推力=60.576(kN)推力角度=35.811(度)本块滑而粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=632.479(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.189(m)下滑カ=383.843(kN)滑床反カR=548.815(kN)滑面抗滑カ=316.859(kN)粘聚力抗滑カ=117.306(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=30.763(度)本块始点X=0.000末点X=4.800上块传递推力=-50.321(kN)推力角度=30.763(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=767.475(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)
53有效的滑动面长度=5.586(m)下滑カ=342.230(kN)滑床反カR=659.486(kN)滑面抗滑カ=380.755(kN)粘聚力抗滑カ=156.408(kN)
54本块剩余下滑カ=0.000(kN)本块下滑カ角度=30.763(度)
55计算项目:6-6剖面降雨+规划(深层滑而)［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.300024.8002.7000310.20010.000043.9002.600053.5000.400064.0004.3000上层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.300-24.8009.000-315.00019.000
56-418.90021.600-522.40022.000-626.40026.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ!内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)26.000系数(0,~1,~2,)123.700——25.000不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘衆力(kPa)内摩擦角(度)18.4005.0000.00025.00026.00027.9005.7000.00025.00026.00037.0007.9000.00025.00026.00043.3007.700［计算条件］剩余下滑カ计算目标:计算剩余下滑力剩余卜.滑カ计算时的安全系数:1.2000.00025.00026.000计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=26.400末点X=26.600上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1.246(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.508(m)下滑カ=1.145(kN)滑床反カR=0.491(kN)滑面抗滑カ=0.239(kN)粘聚力抗滑カ=12.693(kN)本块剩余下滑カ=-11.787(kN)本块下滑カ角度=66.801(度)
57本块始点X=23.300末点X=26.400上块传递推力=-11.787(kN)推力角度=66.801(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总車(包括水)=200.062(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.870(m)下滑カ=172.099(kN)滑床反カR=78.808(kN)滑面抗滑カ=38.437(kN)粘聚力抗滑カ=196.741(kN)木块剩余下滑力=-63.079(kN)本块下滑カ角度=66.801(度)*********************************************・第2块滑体(直线滑动面)本块始点X=22.400末点X=23.300上块传递推力=0.000(kN)推力角度=66.801(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=105.530(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.357(m)下滑カ=78.985(kN)滑床反カR=69.986(kN)滑面抗滑カ=34.135(kN)粘聚力抗滑カ=33.927(kN)本块剩余下滑カ=10.923(kN)本块下滑カ角度=48.457(度)本块始点X=18.900末点X=22.400上块传递推力=10.923(kN)推力角度=48.457(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=578.522(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
58本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.278(m)下滑カ=443.920(kN)滑床反カR=383.668(kN)滑面抗滑カ=187.128(kN)粘聚力抗滑カ=131.939(kN)木块剩余下滑カ=124.854(kN)本块下滑カ角度=48.457(度)本块始点X=16.300末点X=18.900上块传递推力=124.854(kN)推力角度=48.457(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=594.665(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=3.920(m)ド滑カ=569.933(kN)滑床反カR=394.374(kN)滑面抗滑カ=192.349(kN)粘聚力抗滑カ=98.012(kN)本块剩余卜.滑カ=279.573(kN)本块卜.滑カ角度=48.457(度)*第3块滑体(直线滑动面)本块始点X=15.000末点X=16.300上块传递推力=279.573(kN)推力角度=48.457(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=319.412(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.603(m)下滑カ=459.684(kN)滑床反カR=320.231(kN)滑面抗滑カ=156.187(kN)粘聚力抗滑カ=40.076(kN)
59本块剰余下滑カ=263.421(kN)本块下滑カ角度=35.811(度)本块始点X=8.400末点X=15.000上块传递推力=263.421(kN)推力角度=35.811(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)
60本块总重(包括水)=1477.375(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.139(m)下滑カ=1127.856(kN)滑床反カR=1198.077(kN)滑面抗滑カ=584.341(kN)粘聚力抗滑カ=203.465(kN)木块剩余下滑カ=340.050(kN)本块下滑カ角度=35.811(度)*第4块滑体(直线滑动面)*********************************************本块始点X=4.800末点X=8.400上块传递推力=340.050(kN)推力角度=35.811(度)本块滑而粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)本块总重(包括水)=657.089(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.189(m)下滑カ=674.821(kN)滑床反カR=594.556(kN)滑面抗滑カ=289.984(kN)粘聚力抗滑カ=104.737(kN)本块剩余下滑カ=280.100(kN)本块下滑カ角度=30.763(度)本块始点X=0.000末点X=4.800上块传递推力=280.100(kN)推力角度=30.763(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=797.338(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)
61有效的滑动面长度=5.586(m)下滑カ=687.925(kN)滑床反カR=685.147(kN)滑面抗滑カ=334.169(kN)粘聚力抗滑カ=139.650(kN)
62计算项目:&6剖面地震+规划(深层滑而)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算地震烈度:8度地震作用综合系数：0.250地震作用重要性系数:1.000［坡面信息］坡面线段数6坡而线号水平投影(m)竖直投影(m)超载数10.0006.300024.8002.7000310.20010.000043.9002.600053.5000.400064.0004.3000上层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.300-24.8009.000-315.00019.000
63-418.90021.600-522.40022.000-626.40026.300附加节点数0编号X(m)Y(m)不同土性区域数1区号垂度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)18.4005.0000.00028.00030.00027.9005.7000.00028.00030.00037.0007.9000.00028.00030.00043.3007.7000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剩余下滑力剩余卜.滑カ计算时的安全系数:1.200计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=26.400末点X=26.600上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1.199(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.060(kN)有效的滑动面长度=0.508(m)下滑カ=1.162(kN)滑床反カR=0.472(kN)滑面抗滑カ=0.273(kN)粘聚力抗滑カ=14.216(kN)本块剩余下滑カ=-13.327(kN)本块下滑カ角度=66.801(度)
64本块始点X=23.300末点X=26.400上块传递推力=-13.327(kN)推力角度=66.801(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总低(包括水)=192.569(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=9.628(kN)有效的滑动面长度=7.870(m)下滑カ=173.301(kN)滑床反カR=75.857(kN)滑面抗滑カ=43.796(kN)粘聚力抗滑カ=220.350(kN)木块剩余下滑力=-90.845(kN)本块下滑カ角度=66.801(度)*********************************************・第2块滑体(直线滑动面)本块始点X=22.400末点X=23.300上块传递推力=0.000(kN)推力角度=66.801(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=101.578(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=5.079(kN)有效的滑动面长度=1.357(m)下滑カ=81.105(kN)滑床反カR=67.365(kN)滑面抗滑カ=38.893(kN)粘聚力抗滑カ=37.998(kN)本块剩余下滑カ=4.214(kN)本块下滑カ角度=48.457(度)本块始点X=18.900末点X=22.400上块传递推力=4.214(kN)推力角度=48.457(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总垂(包括水)=556.855(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
65本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=27.843(kN)有效的滑动面长度=5.278(m)下滑カ=448.837(kN)滑床反カR=369.299(kN)滑面抗滑カ=213.215(kN)粘聚力抗滑カ=147.771(kN)木块剩余下滑カ=87.850(kN)本块下滑カ角度=48.457(度)本块始点X=16.300末点X=18.900上块传递推力=87.850(kN)推力角度=48.457(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=572.393(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=28.620(kN)有效的滑动面长度=3.920(m)ド滑カ=544.880(kN)滑床反カR=379.604(kN)滑面抗滑カ=219.164(kN)粘聚力抗滑カ=109.773(kN)本块剩余卜.滑カ=215.943(kN)本块卜.滑カ角度=48.457(度)*第3块滑体(直线滑动面)本块始点X=15.000末点X=16.300上块传递推力=215.943(kN)推力角度=48.457(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=307.449(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=15.372(kN)有效的滑动面长度=1.603(m)下滑カ=405.971(kN)滑床反カR=296.600(kN)滑面抗滑カ=171.242(kN)粘聚力抗滑カ=44.886(kN)
66本块剰余下滑カ=189.843(kN)本块下滑カ角度=35.811(度)本块始点X=8.400末点X=15.000上块传递推力=189.843(kN)推力角度=35.811(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
67本块总重(包括水)=1422.042(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=71.102(kN)有效的滑动面长度=8.139(m)下滑カ=1093.004(kN)滑床反カR=1153.205(kN)滑面抗滑カ=665.803(kN)粘聚力抗滑カ=227.881(kN)木块剩余下滑カ=199.320(kN)本块下滑カ角度=35.811(度)*第4块滑体(直线滑动面)*********************************************本块始点X=4.800末点X=8.400上块传递推力=199.320(kN)推力角度=35.811(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=632.479(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=31.624(kN)有效的滑动面长度=4.189(m)下滑カ=553.674(kN)滑床反カR=561.025(kN)滑面抗滑カ=323.908(kN)粘聚力抗滑カ=117.306(kN)本块剩余下滑カ=112.460(kN)本块下滑カ角度=30.763(度)本块始点X=0.000末点X=4.800上块传递推力=112.460(kN)推力角度=30.763(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=767.475(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=38.374(kN)
68有效的滑动面长度=5.586(m)下滑カ=543.385(kN)滑床反カR=659.486(kN)滑面抗滑カ=380.755(kN)粘聚力抗滑カ=156.408(kN)
69计算项目:9・9剖面自然+规划(浅层滑面)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0007.200021.4000.200030.7003.600048.1004.900055.3005.900066.3003.600072.1003.600085.5004.5000［上层信息］坡面节点数9编号X(m)Y(m)00.0000.000
70-10.0007.200-21.4007.400-32.10011.000-410.20015.900-515.50021.800-621.80025.400-723.90029.000-829.40033.500附加节点数0编号X(m)¥(m)不同土性区域数1区号垂度饱和亜度枯聚力内摩擦角全孔压节点编号(城/！n3)(kN/n>3)(kPa)(度)系数118.500—13.00022.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数滑动面线号4滑面线起始点坐标:(〇.000,0.000)水平投影加)竖直投影(m)矢髙加)粘聚カ(kPa)内摩擦角(度)15.4003.3000.00013.00022.00026.6006.2000.00013.00022.00039.40010.9000.00013.00022.00047.90013.1000.00013.00022.000［计算条件］剩余下滑カ计匏目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*********************************************本块始点X=23.900末点X=29.203上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=13.000(kPa)滑血摩擦角=22.000(度)本块总兎(包括水)=218.486(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)
71本块地震カ=0.000(kN)有效的滑动面长度=10.268(m)下滑カ=187.097(kN)滑床反カR=112.830(kN)滑面抗滑カ=45.586(kN)粘聚カ抗滑カニ133.485(kN)本块剩余下滑カ=8.027(kN)本块下滑カ角度=58.908(度)木块始点X=21.800末点X=23.900上块传递推力=8.027(kN)推力角度=58.908(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦%=22.000(度)本块总裁(包括水)=170.768(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.066(m)ド滑カ=154.261(kN)滑床反カR=88.187(kN)滑面抗滑カ=35.630(kN)粘聚力抗滑カ=52.864(kN)本块剩余ド滑カ=65.767(kN)本块ド滑カ角度=58.908(度)本块始点X=21.400末点X=21.800上块传递推力=65.767(kN)推力角度=58.908(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=33.700(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.775(m)下滑カ=94.626(kN)滑床反カR=17.403(kN)滑面抗滑カ=7.031(kN)粘聚力抗滑カ=10.069(kN)本块剩余下滑カ=77.525(kN)本块下滑カ角度=58.908(度)*********************************************・第2块滑体(直线滑动面)
72**********************)|n|c************)|a^**3|c3|c***本块始点X=15.500末点X=21.400上块传递推力=77.525(kN)推力角度=58.908(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=710.180(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=9.034(m)下滑カ=614.234(kN)滑床反カR=476.840(kN)滑面抗滑カ=192.656(kN)粘聚力抗滑カ=117.444(kN)本块剩余下滑カ=304.134(kN)木块下滑カ角度=49.226(度)本块始点X=12.000末点X=15.500上块传递推力=304.134(kN)推力角度二49.226(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=538.890(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=5.359(m)卜.滑カ=712.231(kN)滑床反カR=351.937(kN)滑面抗滑カ=142.192(kN)粘聚力抗滑カ=69.670(kN)本块剩余下滑カ=500.369(kN)本块下滑カ角度=49.226(度)*********************************************・第3块滑体(直线滑动面)*********************************************本块始点X=10.200末点X=12.000上块传递推力=500.369(kN)推力角度=49.226(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=274.636(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
73本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.470(m)下滑カ=685.650(kN)滑床反カR=252.609(kN)滑面抗滑カ=102.061(kN)粘聚力抗滑カ=32.105(kN)本块剩余下滑カ=551.484(kN)本块下滑カ角度=43.210(度)本块始点X=5.400末点X=10.200上块传递推力=551.484(kN)推力角度=43.210(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)木块总車(包括水)=789.752(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=6.586(m)卜.滑カ=1092.208(kN)滑床反カR=575.609(kN)滑面抗滑カニ232.561(kN)粘聚力抗滑カ=85.615(kN)本块剩余ド滑カ=774.032(kN)本块卜,滑カ角度=43.210(度)*第4块滑体(直线滑动而)*********************************************本块始点X=2.100末点X=5.400上块传递推力=774.032(kN)推力角度=43.210(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=592.581(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地穫カ=0.000(kN)有效的滑动面长度=3.867(m)下滑カ=1066.730(kN)滑床反カR=663.667(kN)滑面抗滑カ=268.139(kN)粘聚力抗滑カ=50.276(kN)本块剩余下滑カ=748.314(kN)
74本块下滑カ角度=31.430(度)本块始点X=1.400末点X=2.100上块传递推力=748.314(kN)推力角度=31.430(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=105.291(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.820(m)下滑カ=803.218(kN)滑床反カR=89.843(kN)滑面抗滑カ=36.299(kN)粘聚力抗滑カ=10.665(kN)木块剩余下滑カ=756.255(kN)本块下滑カ角度=31.430(度)本块始点X=0.000末点X=1.400上块传递推力=756.255(kN)推力角度=31.430(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角;22.000(度)本块总重(包括水)=177.991(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=O.OOO(kN)有效的滑动面氏度=1.641(m)卜・滑カ=849.068(kN)滑床反カR=151.876(kN)滑面抗滑カ=61.362(kN)粘聚力抗滑カ=21.329(kN)本块剩余卜.滑カ=766.377(kN)本块卜.滑カ角度=31.430(度)
75计算项目:9-9剖面降雨+规划(浅层滑而)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0007.200021.4000.200030.7003.600048.1004.900055.3005.900066.3003.600072.1003.600085.5004.5000［土层信息］坡面节点数9
76编号X(m)Y(m)00.0000.00070.0007.200-21.4007.400-32.10011.000-410.20015.900-515.50021.800-621.80025.400-723.90029.000-829.40033.500附加节点数0编号X(m)Y(m)不同土性区域数1区号垂度饱和亜度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800—10.00018.000-——(0,-1,-2,)不考虑水的作用［滑而信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动曲线号水平投影加)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)15.4003.3000.00010.00018.00026.6006.2000.00010.00018.00039.40010.9000.00010.00018.00047.90013.1000.00010.00018.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*********************************************本块始点X=23.900末点X=29.203上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)本块总朮(包括水)=233.838(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
77本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=10.268(m)下滑カ=200.245(kN)滑床反カR=120.758(kN)滑面抗滑カ=39.237(kN)粘聚力抗滑カ=102.681(kN)本块剩余下滑カ=58.327(kN)本块下滑カ角度=58.908(度)本块始点X=21.800末点X=23.900上块传递推力=58.327(kN)推力角度=58.908(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)木块总裁(包括水)=182.768(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=0.000(kN)有效的滑动面长度=4.066(in)ド滑カ=214.838(kN)滑床反カR=94.384(kN)滑面抗滑カ=30.667(kN)粘聚力抗滑カ=40.665(kN)本块剩余ド滑カ=143.506(kN)本块卜.滑カ角度=58.908(度)本块始点X=21.400末点X=21.800上块传递推力=143.506(kN)推力角度=58.908(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦ffj=18.000(度)本块总重(包括水)=36.068(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.775(m)下滑カ=174.393(kN)滑床反カR=18.626(kN)滑面抗滑カ=6.052(kN)粘聚力抗滑カ=7.746(kN)本块剩余下滑カ=160.595(kN)本块下滑カ角度=58.908(度)
78**********************3|a|c************)|a(c**3|a|c***・第2块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.400上块传递推力=160.595(kN)推力角度=58.908(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=760.084(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=9.034(m)下滑カ=733.913(kN)滑床反カR=523.402(kN)滑面抗滑カニ170.064(kN)粘聚力抗滑カ=90.342(kN)木块剰余下滑カ=473.508(kN)木块下滑カ角度=49.226(度)本块始点X=12.000末点X=15.500上块传递推力=473.508(kN)推力角度=49.226(度)本块滑面粘聚力10.000(kPa)滑面摩擦角;18.000(度)本块总重(包括水)=576.758(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.359(m)下滑カ=910.282(kN)滑床反カR=376.668(kN)滑面抗滑カ=122.387(kN)粘聚力抗滑カ=53.592(kN)本块剩余下滑カ=734.303(kN)本块下滑カ角度=49.226(度)**********************3|n|c*********************・第3块滑体(直线滑动面)*キ*******************************************本块始点X=10.200末点X=12.000上块传递推力=734.303(kN)推力角度=49.226(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=293.935(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
79本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震力=O.OOO(kN)有效的滑动面长度=2.470加)下滑カ=931.509(kN)滑床反カR=291.192(kN)滑面抗滑カ=94.614(kN)粘聚力抗滑カ=24.696(kN)本块剩余下滑カ=812.198(kN)本块下滑カ角度=43.210(度)本块始点X=5.400末点X=10.200上块传递推力=812.198(kN)推力角度=43.210(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)本块总市:(包括水)=845.248(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.586(m)下滑カ=1390.919(kN)滑床反カR=616.057(kN)滑面抗滑カ一200.169(kN)粘聚力抗滑カ=65.857(kN)本块剩余ド滑カ=1124.892(kN)本块卜.滑カ角度=43.210(度)*第4块滑体(直线滑动面)*********************************************本块始点X=2.100末点X=5.400上块传递推力=1124.892(kN)推力角度=43.210(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=634.221(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.867(m)下滑カ=1431.913(kN)滑床反カR=770.831(kN)滑面抗滑カ=250.458(kN)粘聚力抗滑カ=38.674(kN)本块剩余下滑カ=1142.781(kN)
80本块下滑カ角度=31.430(度)本块始点X=1.400末点X=2.100上块传递推力=1142.781(kN)推力角度=31.430(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=18.000(度)本块总朮(包括水)=112.689(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.820(m)下滑カ=1201.543(kN)滑床反カR=96.156(kN)滑面抗滑カ=31.243(kN)粘聚力抗滑カ=8.204(kN)木块剩余下滑カ=1162.096(kN)本块下滑カ角度=31.430(度)本块始点X=0.000末点X=1.400上块传递推力=1162.096(kN)推力角度=31.430(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角;18.000(度)本块总重(包括水)=190.498(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=1.641(m)ド滑カ=1261.431(kN)滑床反カR=162.548(kN)滑面抗滑カ=52.815(kN)粘聚力抗滑カ=16.407(kN)本块剩余下滑カ=1192.209(kN)本块下滑カ角度=31.430(度)
81计算项目:9-9剖面地震+规划(浅层滑而)［控制参数］：采用规范:通用方法计算目标:剩余ド滑カ计算地震烈度:8度地震作用综合系数:0.250地爲作用重要性系数:1.000［坡面信息］坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0007.200021.4000.200030.7003.600048.1004.900055.3005.900066.3003.600072.1003.600085.5004.5000
82［土层信息］坡面节点数9编号X(m)Y(m)00.0000.000-10.0007.200-21.4007.400-32.10011.000-410.20015.900-515.50021.800-621.80025.400-723.90029.000-829.40033.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压一点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500—13.00022.000-一(0,~1,~2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖宜投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)15.4003.3000.00013.00022.00026.6006.2000.00013.00022.00039.40010.9000.00013.00022.00047.90013.1000.00013.00022.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剩余下滑カ计匏时的安全系数:1.200计驟结果:**********************91ale*********************・第1块滑体(直线滑动面)**********************](0((*********************本块始点X=23.900末点X=29.203上块传递推力=O.OOO(kN)推力角度=0.000(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)
83本块总重(包括水)=233.838(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=11.692(kN)有效的滑动面长度=10.268(m)下滑カ=211.936(kN)滑床反カR=120.758(kN)滑面抗滑カ=48.789(kN)粘聚力抗滑カ=133.485(kN)木块剩余下滑カ=29.662(kN)木块下滑カ角度=58.908(度)木块始点X=21.800末点X=23.900上块传递推力=29.662(kN)推力角度=58.908(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22,000(度)本块总重(包括水)=182.768(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=9.138(kN)有效的滑动面长度=4.066(m)卜.滑カ=195.311(kN)滑床反カR=94.384(kN)滑面抗滑カ=38.134(kN)粘聚力抗滑カ=52.864(kN)本块剩余下滑カ=104.313(kN)本块下滑カ角度=58.908(度)本块始点X=21.400末点X=21.800上块传递推力=104.313(kN)推力角度=58.908(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=36.068(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=1.803(kN)有效的滑动面长度=0.775(m)下滑カ=137.004(kN)滑床反カR=18.626(kN)滑面抗滑カ=7.526(kN)粘聚力抗滑カ=10.069(kN)
84本块剩余下滑カ=119.409(kN)本块下滑カ角度=58.908(度)**********************]{〇^*********************・第2块滑体(直线滑动面)**********************]{0((*********************本块始点X=15.500末点X=21.400上块传递推力=119.409(kN)推力角度=58.908(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)木块总重(包括水)=760.084(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=38.004(kN)有效的滑动面长度=9.034(m)下滑カ=731.317(kN)滑床反カR=516.475(kN)滑面抗滑カ=208.669(kN)粘聚力抗滑カ=117.444(kN)本块剩余卜.滑カ=405.204(kN)本块卜.滑カ角度=49.226(度)本块始点X=12.000末点X=15.500上块传递推力=405.204(kN)推力角度=49.226(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=576.758(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=28.838(kN)有效的滑动面长度=5.359(m)下滑カ=870.816(kN)滑床反カR=376.668(kN)滑面抗滑カ=152.184(kN)粘聚力抗滑カ=69.670(kN)本块剩余下滑カ=648.962(kN)本块下滑カ角度=49.226(度)*********************************************・第3块滑体(直线滑动面)*********************************************本块始点X=10.200末点X=12.000上块传递推力=648.962(kN)推力角度=49.226(度)本块滑面
85粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=293.935(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=14.697(kN)有效的滑动面长度=2.470(m)下滑カ=861.335(kN)滑床反カR=282.248(kN)滑面抗滑カ=114.036(kN)粘聚力抗滑カ=32.105(kN)本块剩余下滑カ=715.194(kN)木块下滑カ角度=43.210(度)本块始点X=5.400末点X=10.200上块传递推力=715.194(kN)推力角度=43.210(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)木块总裁(包括水)=845.248(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=42.262(kN)有效的滑动面长度=6.586(in)ド滑カ=1336.177(kN)滑床反カR=616.057(kN)滑面抗滑カ一248.903(kN)粘聚力抗滑カ=85.615(kN)本块剩余ド滑カ=1001.659(kN)本块卜.滑カ角度=43.210(度)*****************************************4：****第4块滑体(直线滑动面)**********************a|c*****************3|a|c***本块始点X=2.100末点X=5.400上块传递推力=1001.659(kN)推力角度=43.210(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=634.221(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=31.711(kN)
86有效的滑动面长度=3.867(m)下滑カ=1342.987(kN)滑床反カR=745.672(kN)滑面抗滑カ=301.271(kN)粘聚力抗滑カ=50.276(kN)本块剩余下滑カ=991.439(kN)本块下滑カ角度=31.430(度)本块始点X=1.400末点X=2.100上块传递推力=991.439(kN)推力角度=31.430(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=112.689(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=5.634(kN)有效的滑动面长度=0.820(m)下滑カ=1055.836(kN)滑床反カR=96.156(kN)滑面抗滑カ=38.849(kN)粘聚力抗滑カ=10.665(kN)木块剰余下滑カ=1006.322(kN)木块下滑カ角度=31.430(度)本块始点X=0.000末点X=1.400上块传递推力=1006.322(kN)推力角度=31.430(度)本块滑面粘聚カ=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=190.498(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=9.525(kN)有效的滑动面长度=1.641(m)下滑カ=1115.182(kN)滑床反カR=162.548(kN)滑面抗滑カ=65.674(kN)粘聚力抗滑カ=21.329(kN)本块剩余下滑カ=1028.178(kN)本块下滑カ角度=31.430(度)
87［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数120.0003.30005.4003.3001超载1距离0.000(m)宽6.329(m)荷载(131.35—183.15kPa)90.00(度)36.6005.3001超载1距离O.OOO(m)宽8.465(m)荷载(183.15—170.20kPa)90.00(度)45.3007.2001超载1距离O.OOO(m)宽8.940(m)荷载(170.20—129.50kPa)90.00(度)52.9005.2001超载1距离O.OOO(m)宽5.954(m)荷载(129.50—62.90kPa)90.00(度)［土层信息］
88坡面节点数6
89编号X(m)Y(m)00.0000.00070.0003.300-25.4006.600-312.00011.900-417.30019.100-5：20.20024.300附加节点数0编号X(m)Y(m)不同土性区域数1区号垂度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数滑动而线号4滑面线起始点坐标:(0.000,0.000)水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)18.2005.4000.00028.00030.00027.2004.7000.00028.00030.00033.5006.7000.00028.00030.00041.5007.5000.00028.00030.000［计算条件］剩余下滑カ计弊目标:计算剩余下滑カ剩余下滑カ计经时的安全系数:1.200计兑结果:**********************3|n|c*********************・第1块滑体(直线滑动面)*キ*******************************************本块始点X=20.200末点X=20.400上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2.570(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震力=O.OOO(kN)
90有效的滑动面长度=1.020加)下滑カ=2.520(kN)滑床反カR=0.504(kN)滑面抗滑カ=0.291(kN)粘聚力抗滑カ=28.555(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=78.690(度)本块始点X=18.900末点X=20.200上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总市:(包括水)=103.052(kN)本块总附加力Px=0.000(kN)Py=-95.924(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.629(m)下滑カ=-19.335(kN)滑床反カR=1.398(kN)滑面抗滑カ=0.807(kN)粘聚力抗滑カ=185.604(kN)本块剩余ド滑カ=0.000(kN)本块卜.滑カ角度=78.690(度)*第2块滑体(直线滑动面)*********************************************本块始点X=17.300末点X=18.900上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=216.534(kN)本块总附加力Px=0.000(kN)Py=-365.050(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.456(m)下滑カ=-131.636(kN)滑床反カR=-68.765(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=96.757(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=62.418(度)
91本块始点X=15.400末点X=17.300上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚カ=28.000(kPa)滑向摩擦角=30.000(度)本块总朮(包括水)=287.651(kN)本块总附加力Px=0.000(kN)Py=-438.383(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.104(m)下滑力=-361.994(kN)滑床反カR=-69.792(kN)滑面抗滑カニ0.000(kN)粘聚力抗滑力=114.898(kN)木块剩余下滑カ=0.000(kN)本块下滑カ角度=62.418(度)*第3块滑体(直线滑动面)本块始点X=12.000末点X=15.400上块传递推力=O.OOO(kN)推力角度=62.418(度)本块滑面粘聚カ-28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=456.050(kN)本块总附加力Px=0.000(kN)Py二・901.276(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.060(m)下滑カ=-243.371(kN)滑床反カR=-372.823(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=113.688(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.136(度)本块始点X=8.200末点X=12.000上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=364.659(kN)本块总附加力Px=0.000(kN)Py=-847.651(kN)本块筋带在滑面切向カPt=0.000(kN)
92本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.538(m)下滑カ=-621.073(kN)滑床反カR=-404.448(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=127.063(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.136(度)*第4块滑体(直线滑动面)本块始点X=5.400末点X=8.200上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总市:(包括水)=233.596(kN)本块总附加力Px=0.000(kN)Py=-647.837(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=3.353(m)下滑力=-227.829(kN)滑床反カR=-345.962(kN)滑而抗滑カ=0.000(kN)粘聚力抗滑カ=93.873(kN)本块剩余ド滑カ=0.000(kN)本块卜.滑カ角度=33.366(度)本块始点X=0.000末点X=5.400上块传递推力=-321.702(kN)推力角度=33.366(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=440.203(kN)本块总附加力Px=0.000(kN)Py=-828.630(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.466(m)下滑カ=-535.333(kN)滑床反カR=-324.403(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=181.041(kN)
93本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.366(度)
94［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余卜.滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0003.300025.4003.3001超载1距离0.000(m)宽6.329(m)荷载(131.35—183.151^8)90.00(度)36.6005.3001超载1距离0.000(m)寛8.465(m)荷载(183.15一17〇.20kPa)90.00(度)45.3007.2001超载1距离0.000(m)宽8.940(m)荷载(17〇.20"129.50kPa)90.00(度)52.9005.2001超载1距离〇.000(m)寛5.954(m)荷载(129.50—62.90kPa)90.00(度)［土层信息］
95坡面节点数6编号X(m)Y(m)00.0000.000-10.0003.300-25.4006.600-312.00011.900-417.30019.100-520.20024.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和車度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700——25.00026.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)18.2005.4000.00026.00026.00027.2004.7000.00025.00026.00033.5006.7000.00025.00026.00041.5007.5000.00025.00026.000［计算条件］剩余下滑カ计算目标:计算剰余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*****************************************4(***本块始点X=20.200末点X=20.400上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=2.670(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
96本块地震カ=0.000(kN)有效的滑动面长度=1.020(m)下滑カ=2.618(kN)滑床反カR=0.524(kN)滑面抗滑カ=0.255(kN)粘聚力抗滑カ=25.495(kN)本块剩余下滑カ=0.000(kN)木块下滑カ角度=78.690(度)本块始点X=18.900末点X=20.200上块传递推力=O.OOO(kN)推力角度=78.690(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角二26.000(度)本块总重(包括水)=107.062(kN)本块总附加力Px=0.000(kN)Py=-95.924(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.629(m)卜.滑カ=-12.210(kN)滑床反カR=2.184(kN)滑面抗滑カ=1.065(kN)粘聚力抗滑カ=165.718(kN)本块剩余卜.滑カ=0.000(kN)本块卜.滑カ角度=78.690(度)*第2块滑体(直线滑动面)*********************************************本块始点X=17.300末点X=18.900上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=224.960(kN)本块总附加力Px=0.000(kN)Py=-365.050(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=3.456(m)下滑カ=-124.168(kN)滑床反カR=-64.864(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=86.390(kN)本块剰余下滑カ=0.0000(kN)本块下滑カ角度=62.418(度)
97本块始点X=15.400末点X=17.300上块传递推力=O.OOO(kN)推力角度=62.418(度)
98本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=298.843(kN)本块总附加力Px=0.000(kN)Py=-438.383(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.104(m)下滑力=-334.239(kN)滑床反カR=-64.609(kN)滑面抗滑カ:0.000(kN)粘聚力抗滑カ=102.588(kN)木块剩余下滑カ=0.000(kN)本块下滑カ角度=62.418(度)*第3块滑体(直线滑动而)*********************************************本块始点X=12.000末点X=15.400上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角;26.000(度)本块总重(包括水)=473.795(kN)本块总附加力Px=0.000(kN)Py=-901.276(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.060(m)下滑カ=-233.671(kN)滑床反カR=-357.964(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=101.507(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.136(度)本块始点X=8.200末点X=12.000上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=378.848(kN)本块总附加力Px=0.000(kN)Py=-847.651(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.538(m)
99下滑力=-591.436(kN)滑床反カR=-392.566(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=113.449(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.136(度)*********************************************・第4块滑体(直线滑动面)本块始点X=5.400末点X=8.200上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚カ=26.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=242.685(kN)本块总附加力Px=0.000(kN)Py=-647.837(kN)木块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.353(m)ド滑カ=-222.830(kN)滑床反カR=-338.371(kN)滑面抗滑カニ0.000(kN)粘聚力抗滑カ=87.168(kN)本块剩余卜.滑カ=0.000(kN)本块卜.滑カ角度=33.366(度)本块始点X=0.000末点X=5.400上块传递推力=-309.998(kN)推力角度=33.366(度)本块滑面粘聚カ=26.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=457.332(kN)本块总附加力Px=0.000(kN)Py=-828.630(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.466(m)下滑カ=-514.208(kN)滑床反カR=-310.097(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=168.109(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.366(度)
100计算项目:9-9剖面地震+规划(深层滑而)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0003.300025.4003.3001荷载(131.35—183.15kPa)1荷载(183.15一17〇.20kPa)1荷我(17〇.20—129.50kPa)90.00(度)90.00(度)90.00(度)超载1距离0.000(m)寛6.329(m)36.6005.300超载1距离O.OOO(m)宽8.465(m)45.3007.200超载1距离O.OOO(m)宽8.940(m)52.9005.200超载1距离O.OOO(m)寛5.954(m)荷载(129.50—62.90kPa)90.00(度)
101［土层信息］坡面节点数6编号X(m)Y(m)00.0000.000-10.0003.300-25.4006.600-312.00011.900-417.30019.100-520.20024.300附加节点数0编号X(m)Y(m)不同土性区域数1区号面度饱和重度粘聚カ(kN/m3)(kN/m3)(kPa)122.700——28.000不考虑水的作用（内摩擦角全孔压节点编号（度）系数30.000—（0,-1,-2,）［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)18.2005.4000.00028.00030.00027.2004.7000.00028.00030.00033.5006.7000.00028.00030.00041.5007.5000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.200末点X=20.400上块传递推力=O.OOO(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2.570(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
102本块水浮力=0.000(kN)本块地震カ=0.129(kN)有效的滑动面长度=l.020(m)下滑カ=2.649(kN)滑床反カR=0.504(kN)滑面抗滑カ=0.291(kN)粘聚力抗滑カ=28.555(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=78.690(度)本块始点X=18.900末点X=20.200上块传递推力=0.000(kN)推力角度=78.690(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总低(包括水)=103.052(kN)本块总附加力Px=0.000(kN)Py=-95.924(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=5.153(kN)有效的滑动面长度=6.629(m)ド滑カ=-14.054(kN)滑床反カR=1.398(kN)滑面抗滑カ=0.807(kN)粘聚力抗滑カ=185.604(kN)本块剩余ド滑カ=0.000(kN)本块ド滑カ角度=78.690(度)*********************************************・第2块滑体(直线滑动面)*********************************************本块始点X=17.300末点X=18.900上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=216.534(kN)本块总附加力Px=0.000(kN)Py=-365.050(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=10.827(kN)有效的滑动面长度=3.456(m)下滑カ=-120.810(kN)滑床反カR=-68.765(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=96.757(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=62.418(度)
103本块始点X=15.400末点X=17.300上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=287.651(kN)本块总附加力Px=0.000(kN)Py=-438.383(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)木块地栽カ=14.383(kN)有效的滑动面长度=4.104(m)下滑カ=-336.785(kN)滑床反カR二-69.792(kN)滑面抗滑カニ0.000(kN)粘聚力抗滑カ=114.898(kN)木块剩余下滑カ=0.000(kN)木块下滑カ角度=62.418(度)*第3块滑体(直线滑动面)本块始点X=12.000末点X=15.400上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=456.050(kN)本块总附加力Px=0.000(kN)Py=-901.276(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=22.802(kN)有效的滑动面长度=4.060(m)下滑カ=-220.568(kN)滑床反カR=-372.823(kN)滑而抗滑カ=0.000(kN)粘聚力抗滑カ=113.688(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.136(度)本块始点X=8.200末点X=12.000上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总朮(包括水)=364.659(kN)本块总附加力Px=0.000(kN)Py=-847.651(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
104本块地震カ=18.233(kN)有效的滑动面长度=4.538(m)下滑カ=-580.038(kN)滑床反カR=-404.448(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=127.063(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.136(度)*第4块滑体(直线滑动面)本块始点X=5.400末点X=8.200上块传递推力=0.000(kN)推力角度=33.136(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总低(包括水)=233.596(kN)本块总附加力Px=0.000(kN)Py=-647.837(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=11.680(kN)有效的滑动面长度=3.353(m)ド滑カ=-216.149(kN)滑床反カR=-345.962(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=93.873(kN)本块剩余ド滑カニ0.000(kN)本块ド滑カ角度=33.366(度)本块始点X=0.000末点X=5.400上块传递推力=0.000(kN)推力角度=33.366(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=440.203(kN)本块总附加力Px=0.000(kN)Py=-828.630(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=22.010(kN)有效的滑动面长度=6.466(m)下滑力=-501.643(kN)滑床反カR=-324.403(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=181.041(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=33.366(度)
105计算项目:12-12剖面自然+规划［计算简图］［控制参数］：采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数16.0009.500025.9004.200036.1001.000044.5000.5000［土层信息］坡面节点数5编号X(m)Y(m)00.0000.0006.0009.500-211.90013.700-318.00014.700-422.50015.200附加节点数3编号X(m)Y(m)10.000-5.000225.000-5.000325.0000.000
106不同土性区域数2区号朮度饱和朮度粘聚カ(kN/n)3)(kN/m3)(kPa)114.500—18.000230.000——40.000不考虑水的作用1内摩擦角全孔压节点编号(度)系数27.000——(0,3,-5,-4,-3,-2,-1,)40.000——(0,1,2,3,)［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)物直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)12.7001.0000.00018.00027.00024.4003.3000.00018.00027.00034.8005.3000.00018.00027.00042.5004.6000.00018.00027.000［计算条件］剩余ド滑力计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:・第1块滑体(直线滑动面)・****************************************4：***本块始点X=11.900末点X=14.346上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=72.713(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.123(m)下滑カ=79.860(kN)滑床反カR=34.722(kN)滑面抗滑カ=17.692(kN)粘聚力抗滑カ=92.210(kN)本块剩余下滑カ=-30.042(kN)本块下滑カ角度=61.477(度)
107**********************3|a(c************31ale**3|ojc***・第2块滑体(直线滑动面)**********************j|o|c*********************本块始点X=7.100末点X=11.900上块传递推力=O.OOO(kN)推力角度=61.477(度)木块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总朮(包括水)=350.890(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.151(m)下滑カ=325.102(kN)滑床反カR=235.545(kN)滑面抗滑カ=120.016(kN)粘聚カ抗滑カ-128.709(kN)木块剩余下滑カ=76.376(kN)木块下滑カ角度=47.834(度)・第3块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=7.100上块传递推力=76.376(kN)推力角度=47.834(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=95.764(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.375(m)下滑カ=146.805(kN)滑床反カR=91.138(kN)滑面抗滑カ=46.437(kN)粘聚力抗滑カ=24.750(kN)本块剩余下滑カ=75.618(kN)本块下滑カ角度=36.870(度)本块始点X=2.700末点X=6.000上块传递推力=75.618(kN)推力角度=36.870(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总兎(包括水)=222.503(kN)
108本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.125(m)下滑カ=242.495(kN)滑床反カR=178.002(kN)滑面抗滑カ=90.697(kN)粘聚力抗滑カ=74.250(kN)本块剩余下滑カ=77.548(kN)本块下滑カ角度=36.870(度)*第4块滑体(直线滑动面)本块始点X=0.000末点X=2.700上块传递推力=77.548(kN)推力角度=36.870(度)木块滑面粘聚カ=18.000(kPa)滑面摩擦角;27.000(度)本块总重:(包括水)=64.108(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=2.879(m)ド滑カ=102.169(kN)滑床反カR=82.203(kN)滑面抗滑カ=41.884(kN)粘聚力抗滑カ=51.826(kN)本块剩余ド滑カ=8.458(kN)本块下滑カ角度=20.323(度)
109计算项目:12-12剖面降雨+规划［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地提［坡面信息］坡面线段数4坡面线号水平投影(m)竖宜投影(m)超载数16.0009.500025.9004.200036.1001.000044.5000.5000［土层信息］坡面节点数5编号X(m)Y(m)00.0000.000-16.0009.500-211.90013.700-318.00014.700-422.50015.200附加节点数3编号X(m)Y(m)10.000-5.00025.000-5.00025.0000.000
110不同土性区域数2区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数116.000——16.00025.000-—(0,3,-5,-4,-3,-2,-1,)230.000——40.00040.000-——(0,1,2,3,)不考虑水的作用［滑面信息］滑面线段数滑动面线号4滑面线起始点坐标:(〇.000,0.000)水平投影(m)賤直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)12.7001.0000.00016.00025.00024.4003.3000.00016.00025.00034.8005.3000.00016.00025.00042.5004.6000.00016.00025.000［计算条件］剩余卜.滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*****************************************4：***・第1块滑体(直线滑动面)*********************************************本块始点X=11.900末点X=14.346上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=80.236(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.123(m)下滑カ=88.121(kN)滑床反カR=38.314(kN)滑面抗滑カ=17.866(kN)粘聚力抗滑カ=81.965(kN)本块剩余下滑カ=-11.710(kN)本块下滑カ角度=61.477(度)・*********************]{〇^*********************・第2块滑体(直线滑动面)
111・*********************!{0((*********************木块始点X=7.100末点X=11.900上块传递推力=0.000(kN)推力角度=61.477(度)木块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)木块总重(包括水)=387.189(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=7.151(m)下滑カ=358.733(kN)滑床反カR=259.912(kN)滑面抗滑カ=121.199(kN)粘聚力抗滑カ=114.408(kN)本块剩余ド滑カ=123.125(kN)本块卜.滑カ角度=47.834(度)・第3块滑体(直线滑动面)本块始点X=6.000末点X=7.100上块传递推力=123.125(kN)推力角度=47.834(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=105.671(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=1.375(m)下滑カ=200.131(kN)滑床反カR=107.955(kN)滑面抗滑カ=50.340(kN)粘聚力抗滑カ=22.000(kN)本块剩余下滑カ=127.791(kN)本块下滑カ角度=36.870(度)本块始点X=2.700末点X=6.000上块传递推力=127.791(kN)推力角度=36.870(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总朮(包括水)=245.520(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
112本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.125(m)下滑カ=311.931(kN)滑床反カR=196.416(kN)滑面抗滑カ=91.590(kN)粘聚力抗滑カ=66.000(kN)本块剩余下滑カ=154.341(kN)木块下滑カ角度=36.870(度)・第4块滑体(直线滑动面)木块始点X=0.000末点X=2.700上块传递推力=154.341(kN)推力角度=36.870(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=70.740(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=0.000(kN)有效的滑动面长度=2.879(m)卜.滑カ=178.660(kN)滑床反カR=110.292(kN)滑面抗滑カ=51.430(kN)粘聚力抗滑カ=46.068(kN)本块剩余下滑カ=81.163(kN)本块下滑カ角度=20.323(度)
113计算项目:12-12剖面地震+规划［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数16.0009.500025.9004.200036.1001.000044.5000.5000［匕层信息］坡面节点数5编号X(m)Y(m)00.0000.0006.0009.500-211.90013.700-318.00014.700-422.50015.200附加节点数3编号X(m)Y(m)
11410.000-5.000225.000-5.000325.0000.000不同土性区域数2区号重度饱和市:度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500——18.00027.000—(0,3,~5,~4,-3,-2,~1,)230.000—40.00040.000——(0,1,2,3,)不考虑水的作用［滑面信息］滑面线段数滑动面线号4滑面线起始点坐标：(0.000,0.000)水平投影(m)賤直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)12.7001.0000.00018.00027.00024.4003.3000.00018.00027.00034.8005.3000.00018.00027.00042.5004.6000.00018.00027.000［计算条件］剩余卜.滑カ计算目标:计算剩余卜.滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*********************************************本块始点X=11.900末点X=14.346上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦用=27.000(度)本块总重(包括水)=72.713(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=3.636(kN)有效的滑动面长度=5.123(m)下滑カ=84.404(kN)滑床反カR=34.722(kN)滑面抗滑カ=17.692(kN)粘聚力抗滑カ=92.210(kN)本块剩余下滑カ=-25.498(kN)
115本块下滑カ角度=61.477(度)*********************************************・第2块滑体(直线滑动面)**********************j|a|c*********************本块始点X=7.100末点X=11.900上块传递推力=0.000(kN)推力角度=61.477(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)木块总重(包括水)=350.890(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=17.545(kN)有效的滑动面长度=7.151(m)卜.滑カ=347.032(kN)滑床反カR=235.545(kN)滑面抗滑カ=120.016(kN)粘聚力抗滑カ=128.709(kN)本块剩余ド滑力一98.306(kN)本块卜.滑カ角度=47.834(度)・第3块滑体(直线滑动面)本块始点X=6.000末点X=7.100上块传递推力=98.306(kN)推力角度=47.834(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=95.764(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=4.788(kN)有效的滑动面长度=1.375(m)下滑カ=174.320(kN)滑床反カR=95.309(kN)滑面抗滑カ=48.562(kN)粘聚力抗滑カ=24.750(kN)本块剩余下滑カ=101.008(kN)本块下滑カ角度=36.870(度)本块始点X=2.700末点X=6.000上块传递推力=101.008(kN)推力角度=36.870(度)本块滑面粘聚カ=18.000(kPa)
116滑面摩擦角=27.000(度)本块总乗(包括水)=222.503(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=11.125(kN)有效的滑动面长度=4.125(m)下滑カ=281.791(kN)滑床反力R=178.002(kN)滑面抗滑カ=90.697(kN)粘聚力抗滑カ=74.250(kN)木块剩余下滑カ=116.845(kN)木块下滑カ角度=36.870(度)*第4块滑体(直线滑动面)本块始点X=0.000末点X=2.700上块传递推力=116.845(kN)推力角度=36.870(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=64.108(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=3.205(kN)有效的滑动面长度=2.879(m)下滑カ=143.845(kN)滑床反カR=93.394(kN)滑面抗滑カ=47.587(kN)粘聚力抗滑カ=51.826(kN)本块剩余下滑カ=44.432(kN)本块下滑カ角度=20.323(度)
117计算项目:1444剖面自然+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余卜.滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.00011.000022.4003.100036.3005.9000413.8009.200059.1007.300067.1005.0000［上层信息］坡面节点数7编号X(m)Y(m)00.0000.0000.00011.000-22.40014.1008.70020.000-422.50029.200-531.60036.500
118-638.70041.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和裁度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700128.00030.000-——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑而线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖宜投影加)矢高(m)粘聚カ(kPa)内摩擦角(度)15.0008.1000.00028.00030.00027.2007.6000.00028.00030.000318.30014.7000.00028.00030.00048.20011.1000.00028.00030.000［计算条件］剩余卜.滑カ计算目标:计算剩余ド滑カ剩余下滑カ计算时的安全系数:1.200计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=31.600末点X=38.700上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=420.682(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=11.949(m)下滑カ=338.366(kN)
119滑床反カR=249.964(kN)滑面抗滑カ=144.317(kN)粘聚力抗滑カ=334.575(kN)本块剩余下滑カ=-140.526(kN)本块下滑カ角度=53.545(度)本块始点X=30.500末点X=31.600上块传递推力=-140.526(kN)推力角度=53.545(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)木块总重(包括水)=138.927(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.851(n))下滑カ=-28.783(kN)滑床反カR=82.548(kN)滑面抗滑カ=47.659(kN)粘聚力抗滑カ=51.836(kN)本块剩余ド滑カ=-128.278(kN)本块ド滑カ角度=53.545(度)*********************************************・第2块滑体(直线滑动面)本块始点X=22.500末点X=30.500上块传递推力=0.000(kN)推力角度=53.545(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1073.623(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=10.261(m)下滑カ=672.359(kN)滑床反カR=837.019(kN)滑面抗滑カ=483.253(kN)粘聚力抗滑カ=287.319(kN)本块剩余下滑カ=-98.213(kN)本块下滑カ角度=38.774(度)本块始点X=12.200末点X=22.500上块传递推力=-98.213(kN)推力角度=38.774(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)
120=1569.672(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)
121本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地窟カ=0.000(kN)有效的滑动面长度=13.212(m)下滑カ=884.798(kN)滑床反カR=1223.749(kN)滑面抗滑カ=706.532(kN)粘聚力抗滑カ=369.924(kN)木块剩余下滑カ=-191.657(kN)本块下滑カ角度=38.774(度)*第3块滑体(直线滑动面)本块始点X=8.700末点X=12.200上块传递推力=0.000(kN)推力角度=38.774(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=657.884(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=5.089(m)下滑カ=477.593(kN)滑床反カR=452.456(kN)滑面抗滑カ=261.226(kN)粘聚力抗滑カ=142.495(kN)本块剩余下滑カ=73.872(kN)本块下滑カ角度=46.548(度)本块始点X=5.000末点X=8.700上块传递推力=73.872(kN)推力角度=46.548(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=781.134(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.380(m)下滑カ=640.939(kN)滑床反カR=537.221(kN)滑面抗滑カ=310.165(kN)粘聚力抗滑カ=150.637(kN)本块剩余下滑カ=180.137(kN)
122本块下滑カ角度=46.548(度)**********************9I0^*********************・第4块滑体(直线滑动面)本块始点X=2.400末点X=5.000上块传递推力=180.137(kN)推力角度二46.548(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)木块总重(包括水)=622.994(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.950(m)下滑カ=706.480(kN)滑床反カR=290.508(kN)滑面抗滑カ=167.725(kN)粘聚力抗滑カ=138.596(kN)本块剩余下滑カ=400.159(kN)本块卜.滑カ角度=58.314(度)本块始点X=0.000末点X=2.400上块传递推力=400.159(kN)推力角度=58.314(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角-30.000(度)本块总重(包括水)=654.178(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.569(m)下滑カ=956.823(kN)滑床反カR=343.620(kN)滑面抗滑カ=198.389(kN)粘聚力抗滑カ=127.934(kN)本块剩余下滑カ=630.500(kN)本块下滑カ角度=58.314(度)
123计算项目:1伞14剖面降雨+规划(深层滑面)［控制参数］:采用规范:通用方法计算目标:剩余ド滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.00011.000022.4003.100036.3005.9000413.8009.200059.1007.300067.1005.0000［土层信息］坡面节点数7编号X(m)Y(m)00.0000.000
124-1-2-3-4-5-6附加节点数编号不同土性区」区号不(kf123.不考虑水的［0.0002.4008.70022.50031.60038.7000X(m)或数1渡饱和£i/m3)(kN/700作用11.00014.10020.00029.20036.50041.500Y(m)艮度粘聚カm3)(kPa)25.0001内摩擦角全孔压节点编号(度)26.000系数(0,-1,-2,)［滑面信息］滑面线段数4滑面线起始点坐标:(〇.000,0.000)滑动曲线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)15.0008.1000.00025.00026.00027.2007.6000.00025.00026.000318.30014.7000.00025.00026.00048.20011.1000.00025.00026.000［计算条件］剩余卜.滑カ计算目标:计算剩余ド滑カ剩余下滑カ计穽时的安全系数:1.200计算结果:キ********************************************・第1块滑体(直线滑动面)*********************************************本块始点X=31.600末点X=38.700上块传递推力=O.OOO(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总朮(包括水)=437.051(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=11.949(m)
125下滑カ=351.532(kN)滑床反カR=259.690(kN)滑面抗滑カ=126.659(kN)粘聚力抗滑カ=298.727(kN)本块剩余下滑カ=-73.855(kN)本块下滑カ角度=53.545(度)本块始点X=30.500末点X=31.600上块传递推力=-73.855(kN)推力角度=53.545(度)木块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重:(包括水)=144.332(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.851(m)ド滑カ=42.236(kN)滑床反カR=85,760(kN)滑面抗滑カニ41.828(kN)粘聚カ抗滑カニ46.282(kN)本块剩余ド滑カ=-45.874(kN)本块卜.滑カ角度=53.545(度)*********************************************・第2块滑体(直线滑动面)本块始点X=22.500末点X=30.500上块传递推力=0.000(kN)推力角度=53.545(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1115.399(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=10.261(m)下滑カ=698.521(kN)滑床反カR=869.588(kN)滑面抗滑カ=424.126(kN)粘聚力抗滑カ=256.535(kN)本块剩余下滑カ=17.860(kN)本块下滑カ角度=38.774(度)本块始点X=12.200末点X=22.500
126上块传递推力=17.860(kN)推力角度=38.774(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1630.749(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=13.212(m)下滑カ=1039.120(kN)滑床反カR=1271.365(kN)滑面抗滑カ=620.086(kN)粘聚力抗滑カ=330.289(kN)木块剩余下滑カ=88.745(kN)本块下滑カ角度=38.774(度)・第3块滑体(直线滑动面)本块始点X=8.700末点X=12.200上块传递推力=88.745(kN)推力角度二38.774(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=683.483(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.089(m)下滑カ=584.106(kN)滑床反カR=458.057(kN)滑面抗滑カ=223.409(kN)粘聚力抗滑カ=127.227(kN)本块剩余下滑カ=233.469(kN)本块下滑カ角度=46.548(度)本块始点X=5.000末点X=8.700上块传递推力=233.469(kN)推力角度=46.548(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=811.529(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
127本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.380(m)下滑カ=822.600(kN)滑床反カR=558.124(kN)滑面抗滑カ=272.215(kN)粘聚力抗滑カ=134.498(kN)本块剩余下滑カ=415.887(kN)本块下滑カ角度=46.548(度)**********i|c***********i|c3|c************3|a(c**3|a|c***・第4块滑体(直线滑动面)*********************************************本块始点X=2.400末点X=5.000上块传递推力=415.887(kN)推力角度=46.548(度)木块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重:(包括水)=647.235(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.950(m)ド滑カ=957.905(kN)滑床反カR=255.170(kN)滑面抗滑カ=124.455(kN)粘聚力抗滑カ=123.746(kN)本块剩余ド滑カ=709.704(kN)本块卜.滑カ角度=58.314(度)本块始点X=0.000末点X=2.400上块传递推力=709.704(kN)推力角度=58.314(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=679.633(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.569(m)下滑カ=1288.028(kN)滑床反カR=356.990(kN)滑面抗滑カ=174.116(kN)粘聚力抗滑カ=114.227(kN)本块剩余下滑カ=999.685(kN)本块下滑カ角度=58.314(度)
128计算项目:1444剖面地震+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余卜.滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.00011.000022.4003.100036.3005.9000413.8009.200059.1007.300067.1005.0000［上层信息］坡面节点数7
129编号X(m)Y(m)00.0000.000-10.00011.000-22.40014.100-38.70020.000-422.50029.200-531.60036.500-638.70041.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和車度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700——28.00030.000一一(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影加)矢髙(m)粘聚カ(kPa)内摩擦角(度)15.0008.1000.00028.00030.00027.2007.6000.00028.00030.000318.30014.7000.00028.00030.00048.20011.1000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剰余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*****************************************4(***本块始点X=31.600末点X=38.700上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=420.682(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
130本块地震カ=21.034(kN)有效的滑动面长度=11.949(m)下滑カ=359.400(kN)滑床反カR=249.964(kN)滑面抗滑カニ144.317(kN)粘聚力抗滑カ=334.575(kN)本块剩余下滑カ=-119.491(kN)木块下滑カ角度=53.545(度)本块始点X=30.500末点X=31.600上块传递推力=-119.491(kN)推力角度=53.545(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=138.927(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=6.946(kN)有效的滑动面长度=1.851(m)下滑カ=-0.803(kN)滑床反カR=82.548(kN)滑面抗滑カ=47.659(kN)粘聚力抗滑カ=51.836(kN)本块剩余卜.滑カ=-100.298(kN)本块卜.滑カ角度=53.545(度)*第2块滑体(直线滑动面)*********************************************本块始点X=22.500末点X=30.500上块传递推力=0.000(kN)推力角度=53.545(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1073.623(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=53.681(kN)有效的滑动面长度=10.261(m)下滑カ=726.040(kN)滑床反カR=837.019(kN)滑面抗滑カ=483.253(kN)粘聚力抗滑カ=287.319(kN)本块剩余下滑カ=-44.532(kN)本块下滑カ角度=38.774(度)
131本块始点X=12.200末点X=22.500上块传递推力=-44.532(kN)推力角度=38.774(度)
132本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1569.672(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=78.484(kN)有效的滑动面长度=13.212(m)下滑カ=1016.963(kN)滑床反カR=1223.749(kN)滑面抗滑カ=706.532(kN)粘聚力抗滑カ=369.924(kN)木块剩余下滑力=-59.492(kN)本块下滑カ角度=38.774(度)*第3块滑体(直线滑动而)*********************************************本块始点X=8.700末点X=12.200上块传递推力=0.000(kN)推力角度=38.774(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦ffj=30.000(度)本块总重(包括水)=657.884(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=32.894(kN)有效的滑动面长度=5.089(m)下滑カ=510.487(kN)滑床反カR=452.456(kN)滑面抗滑カ=261.226(kN)粘聚力抗滑カ=142.495(kN)本块剩余下滑カ=106.766(kN)本块下滑カ角度=46.548(度)本块始点X=5.000末点X=8.700上块传递推力=106.766(kN)推力角度=46.548(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=781.134(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=39.057(kN)有效的滑动面长度=5.380(m)
133下滑カ=712.890(kN)滑床反カR=537.221(kN)滑面抗滑カ=310.165(kN)粘聚力抗滑カ=150.637(kN)本块剩余下滑カ=252.088(kN)本块下滑カ角度=46.548(度)*********************************************・第4块滑体(直线滑动面)本块始点X=2.400末点X=5.000上块传递推力=252.088(kN)推力角度=46.548(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=622.994(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=31.150(kN)有效的滑动面长度=4.950(m)卜.滑カニ808.069(kN)滑床反カR=275.837(kN)滑面抗滑カ=159.255(kN)粘聚力抗滑カ=138.596(kN)本块剩余ド滑カ=510.219(kN)本块卜.滑カ角度=58.314(度)本块始点X=0.000末点X=2.400上块传递推力=510.219(kN)推力角度=58.314(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=654.178(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=32.709(kN)有效的滑动面长度=4.569(m)下滑カ=1099.591(kN)滑床反カR=343.620(kN)滑面抗滑カ=198.389(kN)粘聚力抗滑カ=127.934(kN)本块剩余下滑カ=773.268(kN)本块下滑カ角度=58.314(度)
134计算项目:17-17剖面门然+规划（深层滑面）［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影（m）竖直投影（即）超载数10.0007.600024.9005.100037.6005.600047.8007.600059.8001.4000［土层信息］坡面节点数6编号X(m)Y(m)00.0000.000-10.0007.600-24.90012.700-312.50018.300-420.30025.900-530.10027.300附加节点数0
135编号X(m)Y(m)不同土性区域数】区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700——28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)15.6007.5000.00028.00030.000210.6008.4000.00028.00030.00039.6007.1000.00028.00030.00044.4004.3000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剰余下滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*第1块滑体(直线滑动面)*********************************************本块始点X=30.100末点X=30.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.126(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=0.140(m)下滑カ=0.088(kN)滑床反カR=0.090(kN)滑面抗滑カ=0.052(kN)粘聚力抗滑カ=3.915(kN)本块剩余下滑カ=-3.879(kN)本块下滑カ角度=44.341(度)
136本块始点X=25.800末点X=30.100上块传递推力=-3.879(kN)推力角度=44.341(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=209.054(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.012(m)下滑カ=142.235(kN)滑床反カR=149.513(kN)滑面抗滑カ=86.321(kN)粘聚力抗滑カ=168.347(kN)木块剩余下滑カ=-112.433(kN)本块下滑カ角度=44.341(度)*第2块滑体(直线滑动而)*********************************************本块始点X=20.300末点X=25.800上块传递推力=0.000(kN)推力角度=44.341(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦ffj=30.000(度)本块总重(包括水)=752.931(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.84l(m)下滑カ=447.713(kN)滑床反カR=605.358(kN)滑面抗滑カ=349.504(kN)粘聚力抗滑カ=191.542(kN)本块剩余下滑力=-93.333(kN)本块下滑カ角度=36.486(度)本块始点X=16.200末点X=20.300上块传递推力=-93.333(kN)推力角度=36.486(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=683.474(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
137本块地震カ=0.000(kN)有效的滑动面长度=5.099(m)下滑カ=313.079(kN)滑床反カR=549.514(kN)滑面抗滑カ=317.262(kN)粘聚力抗滑カ=142.786(kN)本块剩余下滑カ=-146.969(kN)本块下滑カ角度=36.486(度)**********************************************第3块滑体(直线滑动面)本块始点X=12.500末点X=16.200上块传递推力=O.OOO(kN)推力角度=36.486(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总重(包括水)=539.027(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.721(m)卜.滑カニ334.780(kN)滑床反カR=422.461(kN)滑面抗滑カ=243.908(kN)粘聚力抗滑カ=132.186(kN)本块剩余卜.滑カ=-41.313(kN)本块卜.滑カ角度=38.395(度)本块始点X=5.600末点X=12.500上块传递推力=-41.313(kN)推力角度=38.395(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=979.559(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.804(m)下滑カ=567.073(kN)滑床反カR=767.725(kN)滑面抗滑カ=443.246(kN)粘聚力抗滑カ=246.508(kN)本块剩余下滑カ=-122.682(kN)本块下滑カ角度=38.395(度)
138**********************]（0（（**********************第4块滑体（直线滑动面）**********************]｛〇^*********************本块始点X=4.900末点X=5.600上块传递推力=O.OOO（kN）推力角度=38.395（度）本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=106.620(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.170(m)下滑カ=85.433(kN)滑床反カR=63.790(kN)滑面抗滑カニ36.829(kN)粘聚力抗滑カ=32.760(kN)木块剩余下滑カ=15.844(kN)本块下滑カ角度=53.253(度)本块始点X=0.000末点X=4.900上块传递推力=15.844(kN)推力角度=53.253(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=864.982(kN)本块总附加カPx二一0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.190(m)下滑カ=708.936(kN)滑床反カR=517.509(kN)滑面抗滑カ=298.784(kN)粘聚力抗滑カ=229.321(kN)本块剩余下滑カ=180.832(kN)本块下滑カ角度=53.253(度)
139计算项目:1フ“7剖面降雨+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地後［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0007.600024.9005.100037.6005.600047.8007.600059.8001.4000［土层信息］坡面节点数6编号X(m)Y(m)00.0000.000-10.0007.600-24.90012.700-312.50018.300-420.30025.900
140-530.10027.300附加节点数〇编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700—25.00026.000(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)晚直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)15.6007.5000.00025.00026.000210.6008.4000.00025.00026.00039.6007.1000.00025.00026.00044.4004.3000.00025.00026.000［计算条件］剩余卜.滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*****************************************4：***・第1块滑体(直线滑动面)*********************************************本块始点X=30.100末点X=30.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=0.130(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.140(m)下滑カ=0.091(kN)滑床反カR=0.093(kN)滑面抗滑カ=0.046(kN)粘聚力抗滑カ=3.496(kN)
141本块剩余下滑カ=-3.450(kN)本块下滑カ角度=44.341(度)
142本块始点X=25.800末点X=30.100上块传递推力=-3.450(kN)推力角度=44.34】(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=217.188(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.012(m)下滑カ=148.350(kN)滑床反カR=155.330(kN)滑面抗滑カ=75.760(kN)粘聚力抗滑カ=150.310(kN)木块剰余下滑カ=-77.720(kN)木块下滑カ角度=44.341(度)*第2块滑体(直线滑动面)本块始点X=20.300末点X=25.800上块传递推力=0.000(kN)推力角度=44.341(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=782.228(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.84l(m)下滑カ=465.133(kN)滑床反カR=628.913(kN)滑面抗滑カ=306.741(kN)粘聚力抗滑カ=171.020(kN)本块剩余下滑カ=-12.627(kN)本块下滑カ角度=36.486(度)本块始点X=16.200末点X=20.300上块传递推力=-12.627(kN)推力角度=36.486(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=710.068(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
143本块地震力=O.OOO(kN)
144有效的滑动面长度=5.099(m)下滑カ=409.598(kN)滑床反カR=570.896(kN)滑面抗滑カ=278.445(kN)粘聚力抗滑カ=127.487(kN)本块剩余下滑カ=3.666(kN)本块下滑カ角度=36.486(度)*第3块滑体(直线滑动面)本块始点X=12.500末点X=16.200上块传递推力=3.666(kN)推力角度=36.486(度)木块滑面粘聚カ=25.000(kPa)滑面摩擦角;26.000(度)本块总重:(包括水)=560.001(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=4.721(m)ド滑カ=351.471(kN)滑床反カR=438.777(kN)滑面抗滑カ=214.006(kN)粘聚力抗滑カ=118.023(kN)本块剩余ド滑カ=19.442(kN)本块下滑カ角度=38.395(度)本块始点X=5.600末点X=12.500上块传递推力=19.442(kN)推力角度=38.395(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1017.674(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.804(m)下滑カ=651.501(kN)滑床反カR=797.598(kN)滑面抗滑カ=389.014(kN)粘聚力抗滑カ=220.097(kN)本块剩余下滑カ=42.389(kN)本块下滑カ角度=38.395(度)
145**********************3|a（c************31ale**3|ojc****第4块滑体（直线滑动面）**********************j|o|c*********************本块始点X=4.900末点X=5.600上块传递推力=42.389(kN)推力角度=38.395(度)木块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总朮(包括水)=110.769(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.170(m)下滑カ=129.729(kN)滑床反カR=55.403(kN)滑面抗滑カ=27.022(kN)粘聚力抗滑カ=29.250(kN)木块剩余下滑カ=73.457(kN)木块下滑カ角度=53.253(度)本块始点X=0.000末点X=4.900上块传递推力=73.457(kN)推力角度=53.253(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=898.639(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.190(m)下滑カ=793.519(kN)滑床反カR=537.646(kN)滑面抗滑カ=262.227(kN)粘聚力抗滑カ=204.750(kN)本块剩余下滑カ=326.541(kN)本块下滑カ角度=53.253(度)
146计算项目:17-17剖面地震+规划(深层滑面)［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算地震烈度:8度地宸作用综合系数：0.250地震作用重要性系数:1.000［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0007.600024.9005.100037.6005.600047.8007.600059.8001.4000［上层信息］坡面节点数6编号X(m)Y(m)00.0000.000-10.0007.600-24.90012.700-312.50018.300120.30025.900
147-530.10027.300附加节点数0编号X(m)Y(m)不同土性区域数1区号朮度饱和朮度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖1工投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)15.6007.5000.00028.00030.000210.6008.4000.00028.00030.00039.6007.1000.00028.00030.00044.4004.3000.00028.00030.000［计算条件］剰余ド滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=30.100末点X=30.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.126(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.006(kN)有效的滑动面长度=0.140(m)下滑カ=0.094(kN)滑床反カR=0.090(kN)滑面抗滑カ=0.052(kN)粘聚力抗滑カ=3.915(kN)本块剩余下滑カ=-3.873(kN)
148本块下滑カ角度=44.341(度)
149本块始点X=25.800末点X=30.100上块传递推力=-3.873(kN)推力角度=44.341(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总車(包括水)=209.054(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=10.453(kN)有效的滑动面长度=6.012(m)下滑カ=152.694(kN)滑床反カR=149.513(kN)滑面抗滑カ=86.321(kN)粘聚カ抗滑カニ168.347(kN)木块剩余下滑カ=-101.974(kN)本块下滑カ角度=44.341(度)*********************************************・第2块滑体(直线滑动面)本块始点X=20.300末点X=25.800上块传递推力=0.000(kN)推力角度=44.341(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=752.931(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=37.647(kN)有效的滑动面长度=6.84l(m)下滑カ=485.359(kN)滑床反カR=605.358(kN)滑面抗滑カ=349.504(kN)粘聚力抗滑カ=191.542(kN)本块剩余下滑カ=-55.686(kN)本块下滑カ角度=36.486(度)本块始点X=16.200末点X=20.300上块传递推力=-55.686(kN)推力角度=36.486(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=683.474(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
150本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=34.174(kN)有效的滑动面长度=5.099(m)下滑カ=384.899(kN)滑床反カR=549.514(kN)滑面抗滑カ=317.262(kN)粘聚力抗滑カ=142.786(kN)木块剩余下滑カ=-75.149(kN)本块下滑カ角度=36.486(度)*第3块滑体(直线滑动面)本块始点X=12.500末点X=16.200上块传递推力=0.000(kN)推力角度=36.486(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=539.027(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=26.951(kN)有效的滑动面长度=4.721(m)卜.滑カ=361.731(kN)滑床反カR=422.461(kN)滑面抗滑カ=243.908(kN)粘聚力抗滑カ=132.186(kN)本块剩余卜.滑カ=-14.362(kN)本块卜.滑カ角度:38.395(度)本块始点X=5.600末点X=12.500上块传递推力=-14.362(kN)推力角度=38.395(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=979.559(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=48.978(kN)有效的滑动面长度=8.804(m)下滑カ=643.002(kN)滑床反カR=767.725(kN)滑面抗滑カ=443.246(kN)粘聚力抗滑カ=246.508(kN)本块剰余下滑カ=-46.753(kN)
151本块下滑カ角度=38.395(度)**********************j|o|c*********************・第4块滑体（直线滑动面）*********************************************本块始点X=4.900末点X=5.600上块传递推力=0.000(kN)推力角度=38.395(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总低(包括水)=106.620(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=5.331(kN)有效的滑动面长度=1.170(m)下滑カ=90.764(kN)滑床反カR=63.790(kN)滑面抗滑カニ36.829(kN)粘聚力抗滑カ=32.760(kN)木块剩余下滑カ=21.175(kN)本块下滑カ角度=53.253(度)本块始点X=0.000末点X=4.900上块传递推力=21.175(kN)推力角度=53.253(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=864.982(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=43.249(kN)有效的滑动面长度=8.190(m)下滑カ=757.516(kN)滑床反カR=517.509(kN)滑面抗滑カ=298.784(kN)粘聚力抗滑カ=229.321(kN)本块剩余下滑カ=229.412(kN)本块下滑カ角度=53.253(度)
152计算项目:22-22剖面自然+规划［控制参数］：采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数18.20011.400021.2000.000034.4007.800041.3000.5000510.0000.5000［土层信息］坡面节点数6编号X(m)Y(m)00.0000.000-18.20011.400-29.40011.400-313.80019.200-415.10019.70025.10020.200附加节点数3编号X(m)Y(m)
15310.000-5.000i30.000-5.000330.000不同土性区域数20.000区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500——18.00027.000—(0,3,_5,-4,-3,-2,-1,)230.000——不考虑水的作用40.00040.000一一(0,1,2,3,)［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)軽直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)19.9003.8000.00018.00027.00029.8008.2000.00018.00027.00035.5008.5000.00018.00027.000［计算条件］剩余卜.滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*****************************************4：***・第1块滑体(直线滑动面)**********************a|c*****************3|a|c***本块始点X=19.700末点X=25.003上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=336.406(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=9.761(m)下滑カ=353.045(kN)滑床反カR=182.753(kN)滑面抗滑カ=93.117(kN)粘聚力抗滑力=175.700(kN)本块剩余下滑カ=84.228(kN)本块下滑カ角度=57.095(度)
154**********************]{〇^**********************第2块滑体(直线滑动面)**********************!{0((*********************本块始点X=15.100末点X=19.700上块传递推力=84.228(kN)推力角度=57.095(度)木块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)木块总重(包括水)=716.827(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=5.998(m)下滑カ=655.477(kN)滑床反カR=574.632(kN)滑面抗滑カ=292.789(kN)粘聚力抗滑カ=107.962(kN)本块剩余卜.滑カ=254.726(kN)本块卜.滑カ角度=39.920(度)本块始点X=13.800末点X=15.100上块传递推力=254.726(kN)推力角度=39.920(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=246.331(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.695(m)下滑カ=452.321(kN)滑床反カR=188.921(kN)滑面抗滑カ=96.260(kN)粘聚力抗滑カ=30.511(kN)本块剩余下滑カ=325.550(kN)本块下滑カ角度=39.920(度)本块始点X=9.900末点X=13.800上块传递推力=325.550(kN)推力角度=39.920(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=643.441(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
155本块水浮力=0.000(kN)本块地震力=O.OOO(kN)有效的滑动面长度=5.085(m)下滑カ=841.688(kN)滑床反カR=493.478(kN)滑面抗功力=251.440(kN)粘聚力抗滑カ=91.533(kN)本块剩余下滑カ=498.716(kN)本块下滑カ角度=39.920(度)*第3块滑体(直线滑动面)本块始点X=9.400末点X=9.900上块传递推力=498.716(kN)推力角度=39.920(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)木块总裁(包括水)=65.113(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=0.000(kN)有效的滑动面长度=0.536(in)ド滑カ=500.933(kN)滑床反カR=222.510(kN)滑面抗滑カ=113.375(kN)粘聚力抗滑力=9.640(kN)本块剩余ド滑カ=377.918(kN)本块卜.滑カ角度=20.999(度)本块始点X=8.200末点X=9.400上块传递推力=377.918(kN)推力角度=20.999(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦ffj=27.000(度)本块总重(包括水)=154.027(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.285(m)下滑カ=446.912(kN)滑床反カR=143.798(kN)滑面抗滑カ=73.268(kN)粘聚力抗滑カ=23.137(kN)本块剩余下滑カ=350.507(kN)
156本块下滑カ角度=20.999(度)本块始点X=0.000末点X=8.200上块传递推力=350.507(kN)推力角度=20.999(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总朮(包括水)=541.366(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.783(m)下滑カ=593.003(kN)滑床反カR=505.413(kN)滑面抗滑カ=257.521(kN)粘聚力抗滑カ=158.100(kN)木块剩余下滑カ=177.383(kN)本块下滑カ角度=20.999(度)
157计算项目:22-22剖面降雨+规划［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数18.20011.400021.2000.000034.4007.800041.3000.5000510.0000.5000［土层信息］坡面X点数6编号X(m)Y(m)00.0000.000-18.20011.400-29.40011.400-313.80019.200-415.10019.700-525.10020.200附加节点数3编号X(m)Y(m)
15810.000-5.000230.000-5.000330.0000.000不同土性区域数2区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数116.00016.00025.000-■■■(0,3,5,4,3,2,1,)230.000—40.00040.000-一(0,1,2,3,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)19.9003.8000.00016.00025.00029.8008.2000.00016.00025.00035.5008.5000.00016.00025.000［计算条件］剰余ド滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=25.003上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=336.406(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=9.76l(m)下滑カ=353.045(kN)滑床反カR=182.753(kN)滑面抗滑カ=85.219(kN)粘聚力抗滑カ=156.178(kN)本块剩余下滑カ=111.648(kN)
159本块下滑カ角度=57.095(度)
160**********************)|a|c************)|a|c**3|a|c***・第2块滑体(直线滑动面)*******l|c**************3|t3|c************3|a(c**3|a|c***本块始点X=15.100末点X=19.700上块传递推力=lll.648(kN)推力角度=57.095(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总青(包括水)=716.827(kN)木块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.998(m)下滑カ=681.675(kN)滑床反カR=582.728(kN)滑面抗滑カ=271.731(kN)粘聚力抗滑カ=95.966(kN)本块剩余ド滑カ=313.978(kN)本块卜.滑カ角度=39.920(度)本块始点X=13.800末点X=15.100上块传递推力=313.978(kN)推力角度=39.920(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=246.331(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.695(m)下滑カ=511.574(kN)滑床反カR=188.921(kN)滑面抗滑カ=88.095(kN)粘聚力抗滑カ=27.121(kN)本块剩余下滑カ=396.358(kN)本块下滑カ角度=39.920(度)本块始点X=9.900末点X=13.800上块传递推力=396.358(kN)推力角度=39.920(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总垂(包括水)=643.441(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
161本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.085(m)下滑カ=912.496(kN)滑床反カR=493.478(kN)滑面抗滑カ=230.113(kN)粘聚力抗滑カ=81.363(kN)木块剩余下滑カ=601.020(kN)本块下滑カ角度=39.920(度)*第3块滑体(直线滑动面)本块始点X=9.400末点X=9.900上块传递推力=601.020(kN)推力角度二39.920(度)木块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=65.113(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=O.OOO(kN)有效的滑动面长度=0.536(m)卜.滑カ=597.709(kN)滑床反カR=255.685(kN)滑面抗滑カ=119.228(kN)粘聚力抗滑カ=8.569(kN)本块剰余卜.滑カ=469.912(kN)本块卜.滑カ角度:20.999(度)本块始点X=8.200末点X=9.400上块传递推力=469.912(kN)推力角度=20.999(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=154.027(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=O.OOO(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.285(m)下滑カ=538.906(kN)滑床反カR=143.798(kN)滑面抗滑カ=67.054(kN)粘聚力抗滑カ=20.566(kN)本块剩余下滑カ=451.286(kN)本块下滑カ角度=20.999(度)
162本块始点X=0.000末点X=8.200上块传递推力=451.286(kN)推力角度=20.999(度)本块滑面粘聚カ=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=541.366(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.783(m)下滑カ=693.782(kN)滑床反カR=505.413(kN)滑面抗滑カ=235.678(kN)粘聚力抗滑カ=140.533(kN)木块剩余下滑カ=317.572(kN)本块下滑カ角度=20.999(度)
163计算项目:22-22剖面地震+规划［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数18.20011.400021.2000.000034.4007.800041.3000.5000510.0000.5000［土层信息］坡面节点数6编号X(m)Y(m)00.0000.000-18.20011.400-29.40011.400-313.80019.200-415.10019.700
164-525.1002〇.200附加节点数3编号X(m)Y(m)10.000-5.000230.000-5.000330.0000.000不同土性区域数2区号重度饱和重:度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500——18.00027.000—(0,3,-5,-4,-3,-2,~1,)230.00040.00040.000一一(0,1,2,3,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)19.9003.8000.00018.00027.00029.8008.2000.00018.00027.00035.5008.5000.00018.00027.000［计算条件］剩余卜.滑カ计算目标:计算剩余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)キ********************************************本块始点X=19.700末点X=25.003上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=336.406(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=16.820(kN)有效的滑动面长度=9.761(m)下滑カ=374.070(kN)
165滑床反カR=182.753(kN)滑面抗滑力=93.117(kN)粘聚力抗滑カ=175.700(kN)本块剩余下滑カ=105.253(kN)本块下滑カ角度=57.095(度)・第2块滑体(直线滑动面)本块始点X=15.100末点X=19.700上块传递推力=105.253(kN)推力角度=57.095(度)木块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=716.827(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=35.841(kN)有效的滑动面长度=5.998(m)ド滑カ=720.367(kN)滑床反カR=580.840(kN)滑面抗滑カ=295.953(kN)粘聚力抗滑カ=107.962(kN)本块剩余卜.滑カ=316.452(kN)本块卜.滑カ角度=39.920(度)本块始点X=13.800末点X=15.100上块传递推力=316.452(kN)推力角度=39.920(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=246.331(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=12.317(kN)有效的滑动面长度=1.695(m)下滑カ=529.443(kN)滑床反カR=188.921(kN)滑面抗滑カ=96.260(kN)粘聚力抗滑カ=30.511(kN)本块剰余下滑カ=402.672(kN)本块下滑カ角度=39.920(度)本块始点X=9.900末点X=13.800上块传递推力=402.672(kN)推力角度=39.920(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总朮(包括水)=643.441(kN)
166本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=32.172(kN)有效的滑动面长度=5.085(m)下滑カ=959.025(kN)滑床反カR=493.478(kN)滑面抗滑カ=251.440(kN)粘聚力抗滑カ=91.533(kN)本块剩余下滑カ=616.053(kN)木块下滑カ角度=39.920(度)・第3块滑体(直线滑动面)木块始点X=9.400末点X=9.900上块传递推力=616.053(kN)推力角度=39.920(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=65.113(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地後カ=3.256(kN)有效的滑动面长度=0.536(m)卜.滑カ=615.999(kN)滑床反カR=260.559(kN)滑面抗滑カ=132.762(kN)粘聚力抗滑カ=9.640(kN)本块剩余下滑カ=473.597(kN)本块下滑カ角度=20.999(度)本块始点X=8.200末点X=9.400上块传递推力=473.597(kN)推力角度=20.999(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=154.027(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=7.701(kN)有效的滑动面长度=1.285(m)
167下滑カ=552.217(kN)滑床反カR=143.798(kN)滑面抗滑カ=73.268(kN)粘聚力抗滑カ=23.137(kN)本块剩余下滑カ=455.812(kN)本块下滑カ角度=20.999(度)本块始点X=0.000末点X=8.200上块传递推力=455.812(kN)推力角度=20.999(度)本块滑面粘聚カ=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=541.366(kN)本块总附加カPx=-0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)木块水浮力=0.000(kN)本块地震カ=27.068(kN)有效的滑动面长度=8.783(m)下滑カ=732.144(kN)滑床反カR=505.413(kN)滑面抗滑カニ257.521(kN)粘聚力抗滑カ:158.100(kN)木块剰余下滑カ=316.523(kN)木块下滑カ角度=20.999(度)
168计算项目:29-29剖面门然+规划（浅层滑面）［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影（即）轻直投影（m）超载数10.0009.000025.4002.200032.7001.500044.3001.400051.7001.000062.0000.6000［土层信息〕坡面节点数7编号X(m)Y(m)00.0000.000-10.0009.000-25.40011.200-38.10012.700-412.40014.100~514.10015.100-616.10015.700附加节点数〇
169编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/向(kPa)(度)系数118.500—不考虑水的作用12.00022.000——(0,-1,-2,)［滑面信息］滑面线段数滑动面线号1233滑面线起始点坐标:(0.000,0.000)水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)4.6002.8000.00012.00022.0006.7006.9000.00012.00022.0004.8006.0000.00012.00022.000［计算条件］剩余下滑カ计算目标:计尊剰余下滑カ剰余下滑カ计克时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*********林*杯*桝******杆************jfc****杯*木块始点X=14.100末点X=16.100上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=12.000(kPa)滑而摩擦角=22.000(度)本块总重(包括水)=35.150(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.202(m)下滑カ=27.447(kN)滑床反カR=21.958(kN)滑面抗滑カ=8.872(kN)粘聚力抗滑カ=38.419(kN)本块剩余下滑カ=-19.843(kN)本块下滑カ角度=51.340(度)本块始点X=12.400末点X=14.100上块传递推力=-19.843(kN)推力角度=51.340(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=77.446(kN)
170本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二2.721(m)下滑カ=40.632(kN)滑床反カR=48,380(kN)滑面抗滑カ，19.547(kN)粘聚力抗滑カ=32.656(kN)本块剩余下滑カ=-11.571(kN)本块下滑カ角度二51.340(度)本块始点X=11.300末点X12.400上块传递推力=-11.571(kN)推力角度=51.340(度)本块滑面粘聚カ=12.OOO(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.905(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.761(m)下滑カ=44.578(kN)滑床反カR=44.919(kN)滑面抗滑カ=18.148(kN)粘聚力抗滑カ=21.130(kN)木块剰余下滑カ=5.299(kN)木块下滑カ角度=51.340(度)**********朴******杵*科******杯************"*第2块滑体(直线滑动面)**********椅******梆*杯******3|0((************3|0|(本块始点X=8.100末点X=11.300上块传递推力=5.299(kN)推力角度=51.340(度)木块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)木块总重(包括水)=305.986(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块港透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.594(m)
171下滑カ=224.798(kN)滑床反カR=213.668(kN)滑面抗滑カ=86.327(kN)粘聚力抗滑カ=55.122(kN)本块剩余下滑カ=83.348(kN)
172本块ド滑カ角度=45.843(度)本块始点X=5.400末点X=8.100上块传递推力=83.348(kN)推力角度=45.843(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=346.444(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二3.876(m)下滑カ=331.897(kN)滑床反カR=241.344(kN)滑面抗滑力=97.509(kN)粘聚力抗滑カ=46.509(kN)本块剩余ド滑カ=187.878(kN)本块下滑カ角度=45.843(度)本块始点X=4.600末点X=5.400上块传递推力=187.878(kN)推力角度=45.843(度)本块滑面粘聚カ=12.000(kPa)滑向摩擦角=22.000(度)本块总重(包括水)=115.811(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.148(m)下滑カ=270.964(kN)滑床反カR=80.678(kN)滑而抗滑カ=32.596(kN)粘聚力抗滑カ=13.781(kN)本块剩余ド滑カ=224.588(kN)本块ド滑カ角度=45.843(度)*********林*杯*梆******"************杵***"*♦第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=4.600上块传递推力=224.588(kN)推力角度=45.843(度)本块滑面粘聚カ=12.OOO(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=726.502(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
173本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.385(m)下滑カ=595.163(kN)滑床反力R=676.862(kN)滑面抗滑カ:273,470(kN)粘聚力抗滑カ=64.622(kN)本块剩余下滑カ=257.071(kN)本块下滑カ角度，31.329(度)
174［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0009.000025.4002.200032.7001.500044.3001.400051.7001.000062.0000.60001トレ:信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0009.000-25.40011.200-38.10012.700-412.40014.100-514.10015.100-616.10015.700
175附加节点数〇编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800—10.00016.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(〇.000,0.000)滑动面线号水平投影加)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)14.6002.8000.00010.00016.00026.7006.9000.00010.00016.00034.8006.0000.00010.00016.000［计算条件〕剩余下滑カ计算目标:计和剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:**********杵*********桝・*****杯************杵・第1块滑体(直线滑动面)**********杵******杵*杵******"************杵本块始点X=14.100末点X=16.100上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚力=10.OOO(kPa)滑面摩擦ffj=16.000(度)本块总重(包括水)=37.620(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=3.202(m)下滑カ=29.376(kN)滑床反カR=23.501(kN)滑面抗滑カ=6.739(kN)粘聚力抗滑カ=32.016(kN)本块剰余下滑カ=-9.378(kN)本块下滑カ角度=51.340(度)本块始点X=12.400东点X=14.100上块传递推力=-9.378(kN)推力角度=51.340(度)
176本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)
177本块总重(包括水)=82.888(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.721(m)下滑カ=55.346(kN)滑床反カR=51.780(kN)滑面抗滑カ=14.848(kN)粘聚力抗滑カ=27.213(kN)本块剩余下滑カ=13.285(kN)本块下滑カ角度=51.340(度)本块始点X11.300末点X12.400上块传递推力=13.285(kN)推力角度=51.340(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=76.958(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=1.761(m)下滑カ=73.380(kN)滑床反カR=48.075(kN)滑面抗滑カ=13.785(kN)粘聚力抗滑カ=17.609(kN)本块剩余ド滑カ=41.986(kN)本块下滑カ角度=51.340(度)***************]1□((******杯************样*******第2块滑体(直线滑动面)***************杵******31ale************"***杯・本块始点X=8.100末点X=11.300上块传递推力=41.986(kN)推力角度=51.340(度)本块滑面粘聚カ=10.000(kPa)滑而摩擦角=16.000(度)本块总重(包括水)=327.488(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块溶透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)
178有效的滑动面长度=4.594(m)下滑カ=276.742(kN)滑床反カR=232.161(kN)滑面抗滑カ=66.571(kN)粘聚力抗滑カ=45.935(kN)
179本块剩余下滑カ=164.235(kN)本块下滑カ角度=45.843(度)本块始点X=5.400末点X8.100上块传递推力164.235(kN)推力角度45.843(度)本块滑面粘聚カ=10.000(kPa)滑向摩擦角16.000(度)本块总重(包括水)=370.789(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二3.876(m)下滑カ=430.250(kN)滑床反カR=258.304(kN)滑面抗滑カ=74.067(kN)粘聚力抗滑カ=38.758(kN)本块剩余下滑カ=317.424(kN)本块ド滑カ角度=45.843(度)本块始点X=4.600末点X=5.400上块传递推力=317.424(kN)推力角度=45.843(度)本块滑面粘聚カ=10.OOO(kPa)滑而摩擦角=16.000(度)本块总重(包括水)=123.950(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.148(m)下滑カ=406.349(kN)滑床反カR=86.347(kN)滑面抗滑カ=24.760(kN)粘聚カ抗滑力=U.484(kN)木块剰余下滑カ=370.106(kN)木块下滑カ角度=45.843(度)******************杵*擀******杯************杵*第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=4.600上块传递推力=370.106(kN)推力角度=45.843(度)本块滑面粘聚カ=10.000(kPa)滑而摩擦角=16.000(度)
180本块总重(包括水)=777.553(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
181本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)有效的滑动面长度=5.385(m)下滑カ=762.581(kN)滑床反カR=756.938(kN)滑面抗滑カ217.049(kN)粘聚カ抗滑カ53.852(kN)本块剩余下滑カ=491.681(kN)本块下滑カ角度:31.329(度)
182计算项目:29-29剖面地震+规划(浅层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计卽地震烈度:8度地赛作用综合系数：0.250地震作用垂要性系数:1.000【坡面信息］坡面线段数6坡面线号水平投影(m)竖宜投影(m)超载数10.0009.000025.4002.200032.7001.500044.3001.400051.7001.000062.0000.6000［土层個息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0009.000-25.40011.200-38.10012.700-412.40014.10014.10015.100-616.10015.700
183附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500——12.00022.000一(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)轻直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)14.6002.8000.00012.00022.00026.7006.9000.00012.00022.00034.8006.0000.00012.00022.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:***************31nle*******3|c************杯******・第I块滑体(直线滑动面)*********杵*杵*********我***********3Moic***杯*本块始点X=14.100末点X=16.100上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总帀(包括水)=35.150(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=1.757(kN)有效的滑动面长度=3.202(m)下滑カ=29.205(kN)滑床反カR=21.958(kN)滑面抗滑カ=8.872(kN)粘聚力抗滑カ=38.419(kN)本块剩余下滑力=-18.085(kN)本块下滑カ角度=51.340(度)本块始点X=12.400末点X=14.100上块传递推力=-18.085(kN)推力角度=51.340(度)本块滑面粘聚カ=12.000(kPa)滑ifii摩擦角=22,000(度)
184本块总重(包括水)=77.446(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=3.872(kN)有效的滑动面K度=2.721(m)下滑カ=46.262(kN)滑床反カR=48.380(kN)滑面抗滑カ=19.547(kN)粘聚力抗滑カ=32.656(kN)本块剩余下滑カ=-5.941(kN)本块下滑カ角度=51.340(度)本块始点X=11.300末点X=12.400上块传递推力=-5.941(kN)推力角度=51.340(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.905(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=3.595(kN)有效的滑动面长度=1.761(m)下滑カ=53.803(kN)滑床反カR=44.919(kN)滑面抗滑カ=18.148(kN)粘聚力抗滑カ=21.130(kN)木块剰余下滑カ=14.524(kN)本块下滑カ角度=51.340(度)**********样*****************"***林**********第2块滑体(直线滑动面)**********"******杆*桝・*****杯************31ale本块始点X=8.100末点X=11.300上块传递推力=14.524(kN)推力角度=51.340(度)木块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=305.986(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块舫带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=15.299(kN)
185有效的滑动面长度=4.594(m)下滑カ=249.280(kN)滑床反カR=214.552(kN)滑面抗滑カ=86.684(kN)粘聚力抗滑カ=55.122(kN)
186本块剩余下滑カ=107.473(kN)木块下滑カ角度=45.843(度)本块始点X=5.400末点X=8.100上块传递推力=107.473(kN)推力角度=45.843(度)本块滑面粘聚力12.000(kPa)滑向摩擦角22.000(度)本块总重(包括水)=346.444(kN)本块总附加カPx0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=17.322(kN)有效的滑动面长度=3.876(™)下滑カ=373.344(kN)滑床反カR=241.344(kN)滑面抗滑カ=97.509(kN)粘聚力抗滑カ=46.509(kN)本块剩余下滑カ=229.325(kN)本块ド滑カ角度=45.843(度)本块始点X=4.600末点X=5.400上块传递推力=229.325(kN)推力角度=45.843(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=115.811(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=5.791(kN)有效的滑动面长度=1.148(m)下滑カ=318.202(kN)滑床反カR=80.678(kN)滑面抗滑カ=32.596(kN)粘聚力抗滑カ=13.781(kN)木块剩余ド滑カ=271.825(kN)本块ド滑カ角度=45.843(度)*********杵*桝*"******杯************杵**・杯・*第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=4.600上块传递推力=271.825(kN)推力角度=45.843(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本
187块总重(包括水)=726.502(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
188本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=36.325(kN)有・效的滑动面长度=5.385(m)下滑カ=677.218(kN)滑床反カR=688.700(kN)滑面抗滑カ278.253(kN)粘聚力抗滑カ=64.622(kN)本块剰余下滑カ=334.343(kN)本块下滑カ角度二31.329(度)
189计算项目:29-29剖面自然+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0001.900023.7002.8001超我1距离0.000加)宽4.640(m)荷载(164.65—142.45kPa)90.00(度)312.40012.9001超载1距离O.OOO(m)宽17.893(m)荷载(142.45—0.OOkPa)90.00(度)47.6004.800059.3008.300069.4007.1000［土层信息〕坡面节点数7编号X(m)Y(m)00.0000.000-10.0001.900-23.7004.700-316.10017.600-423.70022.400
190-533.00030.700-642.40037.800附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖宜投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)111.5004.0000.00028.00030.00029.2003.9000.00028.00030.000316.80015.7000.00028.00030.00045.00014.1000.00028.00030.000［计算条件］剩余ド滑カ计算目标:计算剰余下滑カ剩余卜.滑カ计尊时的安全系数:1.200计算结果:******************杵*擀******杯************杵・第1块滑体(直线滑动面)**********J(C*******杯*"******"***朴*******"本块始点X=42.400末点X=42.500上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)木块总重(包括水)=0.619(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.299(m)下滑カ=0.584(kN)滑床反カR=0.207(kN)滑面抗滑カ=0.120(kN)粘聚力抗滑カ=8.378(kN)本块剩余下滑カ=-7.913(kN)
191本块下滑カ角度=70.475(度)
192本块始点X=37.500末点X=42.400上块传递推力=-7.913(kN)推力角度=70.475(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=685.117(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ0.000(kN)有效的滑动面长度=14.661(m)下滑カ=637.807(kN)滑床反力R=228.979(kN)滑面抗滑カ!32.201(kN)粘聚カ抗滑カニ410.510(kN)本块剩余下滑カ=95.096(kN)本块下滑カ角度=70.475(度)***************3|(*****************************・第2块滑体(直线滑动面)*********************************************本块始点X=33.000末点X=37.500上块传递推力=95.096(kN)推力角度=70.475(度)本块滑而粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1260.833(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.159(m)下滑カ=945.292(kN)滑床反カR=964.974(kN)滑面抗滑カ=557.128(kN)粘聚力抗滑カ=172.456(kN)木块剩余下滑カ=215.708(kN)本块下滑カ角度=43.062(度)本块始点X=23.700末点X=33.000上块传递推力=215.708(kN)推力角度=43.062(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2748.827(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
193本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=12.729(m)下滑カ=2092.561(kN)滑床反カR=2008.351(kN)滑面抗滑カ二1159.522(kN)粘聚カ抗滑カ356.409(kN)本块剩余下滑カ=576.629(kN)本块下滑カ角度二43.062(度)本块始点X20.700末点X23.700上块传递推力=576.629(kN)推力角度=43.062(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总重(包括水)二936.830(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.106(m)下滑カ=1216.281(kN)滑床反カR=684.468(kN)滑面抗滑カ=395.178(kN)粘聚力抗滑カ=114.971(kN)本块剩余下滑カ=706.133(kN)本块ド滑カ角度=43.062(度)******************林*********"***********1|»1(*・第3块滑体(直线滑动面)・*********杆******林*杯******杯************杵本块始点X=16.100末点X=20.700上块传递推力=706.133(kN)推力角度=43.062(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1433.729(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.996(m)下滑カ=1222.746(kN)滑床反カR=1562.560(kN)滑面抗滑カ=902.145(kN)粘聚力抗滑力=139.895(kN)
194本块剰余下滑カ=180.707(kN)本块下滑カ角度=22.973(度)本块始点X=11.500末点X=16.100上块传递推力=180.707(kN)推力角度=22.973(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30,000(度)本块总重(包括水)=1209.657(kN)本块总附加力Px=0.000(kN)Py=-175.373(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ0.000(kN)有效的滑动面长度=4.996(m)下滑カ=584.381(kN)滑床反カわ952.256(kN)滑面抗滑カ549.785(kN)粘聚カ抗滑カ139.895(kN)本块剩余下滑カ0.000(kN)本块下滑カ角度二22,973(度)**********************************************第4块滑体(直线滑动面)***********************3|C******************J|C**本块始点X=3.700末点X=11.500上块传递推力=0.000(kN)推力角度=22.973(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.568(kN)本块总附加力Px=0.000(kN)Py=-1099.056(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.258(m)下滑カ=41.562(kN)滑床反カR=119.491(kN)滑面抗滑カ=68.988(kN)粘聚力抗滑カ=231.234(kN)本块剩余ド滑カ=-258.660(kN)本块下滑カ角度=19.179(度)本块始点X=0.000末点X=3.700上块传递推力=0.000(kN)推力角度=19.179(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
195本块总重(包括水)=252.609(kN)本块总附加力Px=0.000(kN)Py=-592.281(kN)本块筋带在滑面切向カPt=0.000(kN)本块添透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地庭カ=0.000(kN)有效的滑动面长度=3.917(m)下滑カ=-370.250(kN)滑床反カR=-320.819(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=109.688(kN)本块剩余下滑カ=0.000(kN)本块下滑カ角度=19.179(度)
196计算项目:29-29剖面降雨+规划(深层滑而)［控制参数］：采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0001.900023.7002.8001超载1距离0.000(m)宽4.640(m)荷载(164.65—142.45kPa)90.00(度)312.40012.9001超我1距离0.000(m)宽17.893(m)荷载(142.45—0.OOkPa)90.00(度)47.6004.800059.3008.300069.4007.1000［土层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0001.900
197-23.7004.700-316.10017.600-423.70022.400-533.00030.700-642.40037.800附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和亜度粘聚カ内摩擦用全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.70C1——25.00026.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数滑动面线号4滑面线起始点坐标：(〇.000,0.000)水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)111.5004.0000.00025.00026.00029.2003.9000.00025.00026.000316.80015.7000.00025.00026.00045.00014.1000.00025.00026.000［计算条件〕剩余ド滑カ计算目标:计算剩余下滑カ剩余ド滑1カ计算时的安全系数:1.200计算结果:**********j|a|c******3|a|c*3|a|c******3|a(c************3|a|c・第1块滑体(直线滑动面)**********j|a(c******3|a|c*3|a|ci|a|c****3|a|c***********3|u|a|c本块始点X=42.400末点X=42.500上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦加=26.000(度)本块总重(包括水)=0.643(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.299(m)下滑カ=0.606(kN)
198滑床反カR=0.215(kN)滑而抗滑カ=0.105(kN)粘聚力抗滑カ=7.480(kN)本块剩余下滑カ=-6.978(kN)本块下滑カ角度=70.475(度)本块始点X=37.500末点X=42.400上块传递推力=-6.978(kN)推力角度=70.475(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角26.000(度)本块总重(包括水)=711.776(kN)本块总附加カPx0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=14.661(m)下滑カ=663.867(kN)滑床反カR=237.889(kN)滑面抗滑カ=116.026(kN)粘聚力抗滑カ=366.527(kN)本块剩余下滑カ=181.314(kN)本块下滑カ角度=70.475(度)************科***********************3(0((******・第2块滑体(直线滑动面)************杯・31nle******3|a|c************3|c****9|n|c*本块始点X=33.000末点X=37.500上块传递推力=181.314(kN)推力角度=70.475(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)本块总重(包括水)=1309.892(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.159(m)下滑カ=1055.326(kN)滑床反カR=1040.514(kN)滑面抗滑カ=507.492(kN)粘聚力抗滑カ=153.979(kN)本块剩余下滑カ=393.855(kN)本块下滑カ角度=43.062(度)本块始点X=23.700末点X=33.000上块传递推力=393.855(kN)推力角度=43.062(度)本块滑面粘聚カ=25.000
199(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=2855.786(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)
200本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=12.729(m)下滑カ=2343.737(kN)滑床反カR=2086.498(kN)滑面抗滑カ=1017.653(kN)粘聚カ抗滑力一318.222(kN)本块剩余下滑カ=1007.862(kN)本块下滑カ角度=43.062(度)本块始点X20.700末点X23.700上块传递推力=1007.862(kN)推力角度=43.062(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角:26.000(度)本块总重(包括水)=973.283(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)行效的滑动面长度=4.106(m)下滑カ=1672.403(kN)滑床反カR=711.101(kN)滑面抗滑カ=346.827(kN)粘聚力抗滑カ=102.652(kN)木块剰余下滑カ=1222.923(kN)木块下滑カ角度=43.062(度)******************杵*桝******杯************杵*第3块滑体(直线滑动面)**********3|C*******杯*"******"***林*******"本块始点X=16.100末点X=20.700上块传递推力=1222.923(kN)推力角度=43.062(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1489.516(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=4.996(m)下滑カ=1729.870(kN)
201滑床反力R=1791.428(kN)滑面抗滑カ=873.738(kN)粘聚力抗滑カ=124.906(kN)本块剰余下滑カ=731.226(kN)本块下滑カ角度=22.973(度)本块始点X=11.500东点X=16,100上块传递推力=73l.226(kN)推力角度=22.973(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1256.726(kN)本块总附加力Px=0.000(kN)Py=-175.373(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ0.000(kN)有效的滑动面长度=4.996(m)下滑カ=1153.270(kN)滑床反カR=995.591(kN)滑面抗滑カ485.582(kN)粘聚カ抗滑カ124.906(kN)本块剩余下滑カ=542.781(kN)本块下滑カ角度=22.973(度)***************3|t******************************第4块滑体(直线滑动面)*********************************************本块始点X=3.700末点X=11.500上块传递推力=542.781(kN)推力角度=22.973(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1273.256(kN)本块总附加力Px=0.000(kN)Py=-1099.056(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=8.258(m)下滑カ=598.820(kN)滑床反カR=200.444(kN)滑面抗滑カ=97.763(kN)粘聚力抗滑カ=206.459(kN)木块剩余下滑カ=294.598(kN)本块下滑カ角度=19.179(度)本块始点X=0.000东点X=3.700上块传递推力=294.598(kN)推力角度=19.179(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=262.438(kN)
202本块总附加力Px=0.000(kN)Py=-592.281(kN)本块筋带在滑面切向カPt=0.000(kN)本块浄透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.917(m)下滑カ=186.238(kN)滑床反カR=-311.536(kN)滑面抗滑カニ0.000(kN)粘聚力抗滑カ=97.936(kN)本块剩余下滑カ=88.302(kN)本块下滑カ角度19.179(度)
203计算项目:29-29剖面地震+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数610.0001.900023.7002.8001超载1距离0.000(m)宽4.640(m)荷载(164.65—142.45kPa)90.00(度)312.40012.9001超我1距离0.000(m)宽17.893(m)荷载(142.45—0.OOkPa)90.00(度)47.6004.800059.3008.300069.4007.1000［土层信息〕坡面节点数7编号X(m)Y(m)00.0000.000-10.0001.900竖直投影(m)超载数坡面线号水平投影(m)
204-23.7004.700-316.10017.600-423.70022.400-533.00030.700-642.40037.800附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和亜度粘聚カ内摩擦用全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.70C1——28.00030.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数滑动面线号4滑面线起始点坐标：(〇.000,0.000)水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)111.5004.0000.00028.00030.00029.2003.9000.00028.00030.000316.80015.7000.00028.00030.00045.00014.1000.00028.00030.000［计算条件〕剩余ド滑カ计算目标:计算剩余下滑カ剩余ド滑1カ计算时的安全系数:1.200计算结果:**********j|a|c******3|a|c*3|a|c******3|a(c************3|a|c・第1块滑体(直线滑动面)**********j|a(c******3|a|c*3|a|ci|a|c****3|a|c***********3|u|a|c本块始点X=42.400末点X=42.500上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦加=30.000(度)本块总重(包括水)=0.619(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.031(kN)有效的滑动面长度=0.299(m)
205下滑カ=0.615(kN)
206滑床反カR=0.207(kN)滑而抗滑カ=0.120(kN)粘聚力抗滑力=8.378(kN)木块剩余下滑カ=-7.882(kN)本块下滑カ角度=70.475(度)本块始点X=37.500末点X=42.400上块传递推力=-7.882(kN)推力角度=70.475(度)本块滑面粘聚力28.000(kPa)滑向摩擦角30.000(度)本块总重(包括水)=685.117(kN)本块总附加カPx0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=34.256(kN)有效的滑动面长度=14.661(m)下滑カ=672.094(kN)滑床反カR=228.979(kN)滑面抗滑カ=132.201(kN)粘聚力抗滑カ=410.510(kN)本块剩余下滑カ=129.383(kN)本块下滑カ角度=70.475(度)************科***********************3(0((******・第2块滑体(直线滑动面)***************31nle********************杯******本块始点X=33.000末点X=37.500上块传递推力=129.383(kN)推力角度=70.475(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=1260.833(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=63.042(kN)有效的滑动面长度=6.159(m)下滑カ=1038.771(kN)滑床反カR=980.760(kN)滑面抗滑カ=566.242(kN)粘聚力抗滑力=172.456(kN)本块剩余下滑カ=300.073(kN)本块下滑カ角度=43.062(度)本块始点X=23.700末点X=33.000上块传递推力=300.073(kN)推力角度=43.062(度)本块滑面粘聚カ=28.000
207(kPa)滑面摩擦角=30,000(度)本块总重(包括水)=2748.827(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)
208本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震力=137.441(kN)有效的滑动面长度=12.729(m)下滑カ=2314.366(kN)滑床反カR2008.351(kN)滑面抗滑カ1159.522(kN)粘聚カ抗滑カ356.409(kN)本块剩余下滑カ=798.435(kN)本块下滑カ角度=43.062(度)本块始点X20.700末点X23.700上块传递推カニ798.435(kN)推力角度=43.062(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=936.830(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=46.842(kN)行效的滑动面长度=4.106(m)下滑カ=1484.928(kN)滑床反カR=684.468(kN)滑面抗滑カ=395.178(kN)粘聚力抗滑カ=114.971(kN)木块剰余下滑カ=974.780(kN)木块下滑カ角度=43.062(度)******************杵*桝******杯************杵*第3块滑体(直线滑动面)**********3|C*******杯*"******"***林*******"本块始点X=16.100末点X=20.700上块传递推力=974.780(kN)推力角度=43.062(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)木块总重(包括水)=1433.729(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=71.686(kN)有效的滑动面长度=4.996(m)下滑カ=1546.736(kN)
209滑床反カR=1654.834(kN)滑面抗滑カ=955.419(kN)粘聚力抗滑カ=139.895(kN)本块剩余下滑カ=451.422(kN)本块下滑カ角度=22.973(度)本块始点X=11.500东点X=16,100上块传递推力=451.422(kN)推力角度=22.973(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1209.657(kN)本块总附加力Px=0.000(kN)Py=-175.373(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=60.483(kN)有效的滑动面长度=4.996(m)下滑カ915.579(kN)滑床反カR952.256(kN)滑面抗滑カ549.785(kN)粘聚カ抗滑カ139.895(kN)本块剩余下滑カ=225.899(kN)本块下滑カ角度=22.973(度)***************3|t******************************第4块滑体(直线滑动面)*********************************************本块始点X=3.700末点X=11.500上块传递推力=225.899(kN)推力角度=22.973(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.568(kN)本块总附加力Px=0.000(kN)Py=-1099.056(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=61.278(kN)有效的滑动面长度=8.258(m)下滑カ=328.244(kN)滑床反カR=134.437(kN)滑面抗滑カ=77.617(kN)粘聚力抗滑カ=231.234(kN)木块剩余下滑カ=19.392(kN)本块下滑カ角度=19.179(度)本块始点X=0.000东点X=3.700上块传递推力=19.392(kN)推力角度=19.179(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=252.609(kN)
210本块总附加力Px=0.000(kN)Py=-592.281(kN)本块筋带在滑面切向カPt=0.000(kN)本块浄透水压カ=0.000(kN)本块水浮力=0.000(kN)
211本块地震カ=12.630(kN)有效的滑动面长度=3.917(m)下滑カ=-79.567(kN)0.000(kN)粘聚力抗滑カ、〇9.688(kN)滑床反カR=-320.819(kN)滑面抗滑カ本块剩余下滑カ=0.000(kN)本块下滑カ角度19.179(度)
212计算项目:31.31剖面自然+规划(深层滑坡)［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)翌直投影(m)超载数10.0007.200023.2003.800034.3002.900046.7005.900055.5004.900062.6003.0000［土层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0007.200-23.20011.000-37.50013.900-414.20019.800
213-519.70022.30024.70027.700-6附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ(kN/m3)(kN/m3)(kPa)122.700—28.000不考虑水的作用内摩擦角全孔压节点编号(度)系数30.000—(0,-1,-2,)［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影®矢高(m)粘聚カ(kPa)内摩擦角(度)15.3003.5000.00028.00030.00027.0007.5000.00028.00030.00037.5009.8000.00028.00030.00042.4006.8000.00028.00030.000［计算条件］剩余ド滑カ计算目标:计算剰余下滑カ剩余卜.滑カ计尊时的安全系数:1.200计算结果:******************杵*桝******杯************杵・第1块滑体(直线滑动面)*********3^林****杯*********"***林*******"本块始点X=19.800末点X=22.191上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=123.362(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.184(m)下滑カ=116.329(kN)滑床反カR=41.057(kN)滑面抗滑カ=23.704(kN)粘聚力抗滑カ=201.140(kN)本块剰余下滑カ=-108.516(kN)本块下滑カ角度=70.560(度)
214*********3|(**9|t**********j|c*************9|t*******・第2块滑体(直线滑动面)・********************************************本块始点X=19.700木点X=19,800上块传递推力=0.000(kN)推力角度=70.560(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角二30.000(度)本块总重(包括水)=10.339(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.165(m)下滑カ=8.210(kN)滑床反カR=6.284(kN)滑面抗滑カ=3.628(kN)粘聚力抗滑カ=4.607(kN)本块剩余下滑カ=-0.024(kN)本块ド滑カ角度=52.573(度)本块始点X=14.200末点X=19.700上块传递推力=-0.024(kN)推力角度=52.573(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=731.345(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=9.050(m)下滑カ=580.757(kN)滑床反カR=444.475(kN)滑面抗滑カ=256.618(kN)粘聚力抗滑カ=253.393(kN)本块剩余下滑カ=70.745(kN)木块下滑カ角度=52.573(度)本块始点X=12.300末点X=14.200上块传递推力=70.745(kN)推力角度=52.573(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=328.240(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
215本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
216本块地震カ=0.000(kN)有效的滑动面长度=3.126(m)下滑カ=331.410(kN)滑床反カR=199.488(kN)滑面抗滑カ!15.175(kN)粘聚力抗滑カ=87.536(kN)本块剩余下滑カ=128.700(kN)本块下滑カ角度=52.573(度)・第3块滑体(直线滑动面)*********************************************本块始点X=7.500末点X=12.300上块传递推力128.700(kN)推力角度=52.573(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=935.668(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)行效的滑动面长度=7.035(m)下滑カ=812.Ill(kN)滑床反カR=650.978(kN)滑面抗滑カ=375.842(kN)粘聚力抗滑カ=196.976(kN)木块剰余下滑カ=239.293(kN)木块下滑カ角度=46.975(度)本块始点X=5.300末点X=7.500上块传递推力=239.293(kN)推力角度=46.975(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.435(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.224(m)下滑カ=589.786(kN)滑床反カR=327.127(kN)滑面抗滑カ=188.867(kN)粘聚力抗滑カ=90.280(kN)本块剩余下滑カ=310.639(kN)本块下滑カ角度=46.975(度)
217******************9|(**9|(*********************9)(*第4块滑体(直线滑动面)
218:*********************************************本块始点X=3.200末点X=5.300上块传递推力=310.639(kN)推力角度=46.975(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=480.416(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ0.000(kN)有效的滑动面长度=2.517(m)下滑カ=566.750(kN)滑床反力R=473.592(kN)滑面抗滑カ=273.429(kN)粘聚力抗滑カ=70.464(kN)本块剩余下滑カ=222.857(kN)本块下滑カ角度=33.440(度)本块始点X=0.000末点X=3.200上块传递推力=222.857(kN)推力角度=33.440(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=661.489(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.835(m)下滑カ=587.379(kN)滑床反カR=551.989(kN)滑面抗滑カ=318.691(kN)粘聚力抗滑カ=107.374(kN)本块剩余ド滑カ=161.3l3(kN)本块ド滑カ角度=33.440(度)
219计算项目:31-31剖面降雨+规划(深层滑坡)［计算简图］［控制参数］:釆用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)轻直投影(m)超我数10.0007.200023.2003.800034.3002.900046.7005.900055.5004.900062.6003.0000［土层信息〕坡面节点数7编号X(m)Y(m)00.0000.000-10.0007.200-23.20011.000-37.50013.900-414.20019.800
220-519.700-622.30024.70027.700Y(m)附加节点数0编号不同土性区域数区号重度(kN/m3)123.700不考虑水的作用X(m)1饱和且(kN/直度粘聚カm3)(kPa)25.000!内歴擦角全孔压节点编号(度)26.000系数(0,-1,-2,)［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(nd竖宜投影(m)矢高加)粘聚カ(kPa)内摩擦角(度)15.3003.5000.00025.00026.00027.0007.5000.00025.00026.00037.5009.8000.00025.00026.00042.4006.8000.00025.00026.000［计算条件］剩余下滑カ计尊冃标:计尊剰余下滑カ剰余下滑カ计算时的安全系数:1.200计算结果:*********杵*擀*"******朴************杆**・样・・第1块滑体(直线滑动面)・********杯・杯・3{0((******杯************样***"*本块始点X=19.800末点X=22.191上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=128.162(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块灌透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地歳カ=0.000(kN)有效的滑动面长度=7.184(m)下滑カ=120.855(kN)滑床反カR=42.655(kN)滑面抗滑カ=20.804(kN)粘聚力抗滑力=179.589(kN)本块剩余下滑力=-79.538(kN)本块下滑カ角度=70.560(度)
221******************9|(**：|(*********************9|(*・第2块滑体(直线滑动面)本块始点X=19,700末点X=19,800上块传递推力=0.000(kN)推力角度=70.560(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)10.741(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)行效的滑动面长度=0.165(m)下滑カ=8.530(kN)滑床反カR=6.528(kN)滑面抗滑カ=3.184(kN)粘聚力抗滑カ=4.113(kN)本块剩余下滑カ=1.233(kN)本块下滑カ角度=52.573(度)本块始点X=14.200末点X=19.700上块传递推力=1.233(kN)推力角度=52.573(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=759.802(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=9.050(m)下滑カ=604.612(kN)滑床反カR=461.770(kN)滑面抗滑カ=225.220(kN)粘聚力抗滑カ=226.244(kN)木块剩余下滑カ=153.148(kN)本块下滑カ角度=52.573(度)本块始点X=12.300末点X=14.200上块传递推力=153.148(kN)推力角度=52.573(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=341.012(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)
222本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
223本块地震カ=0.000(kN)有效的滑动面长度=3.126(m)下滑カ=423.955(kN)滑床反カR=207.250(kN)滑面抗滑カ=101.083(kN)粘聚力抗滑カ=78.157(kN)本块剩余下滑カ=244.715(kN)本块下滑カ角度二52.573(度)・第3块滑体(直线滑动面)本块始点X:7.500末点X=12.300上块传递推力:244.715(kN)推力角度52.573(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角;26.000(度)本块总重(包括水)=972.076(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=7.035(m)下滑カ=954.189(kN)滑床反カR=687.137(kN)滑面抗滑カ=335.139(kN)粘聚力抗滑カ=175.871(kN)木块剩余F滑カ=443.179(kN)木块ド滑カ角度=46.975(度)本块始点X=5.300末点X=7.500上块传递推力=443.179(kN)推力角度=46.975(度)本块滑而粘聚カ=25.000(kPa)滑面摩擦为=26.000(度)本块总重(包括水)=498.090(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.224(m)下滑カ=807.310(kN)滑床反カR=339.856(kN)滑面抗滑カ=165.759(kN)粘聚力抗滑カ=80.608(kN)本块剩余下滑カ=560.944(kN)本块下滑カ角度=46.975(度)
224*********9|c***************************9|t*******・第4块滑体（直线滑动面）
225**********9(C**********************************本块始点X=3.200末点X=5.300上块传递推力=560.944(kN)推力角度=46.975(度)本块滑面粘聚力25.000(kPa)滑面摩擦角26.000(度)本块总重(包括水)-199.109(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.517(m)下滑カ=820.405(kN)滑床反力R=547.773(kN)滑面抗滑カ:267.167(kN)粘聚力抗滑カ=62.915(kN)本块剩余下滑カ=490.324(kN)本块下滑カ角度=33.440(度)本块始点X=0.000末点X=3.200上块传递推力=490.324(kN)推力角度=33.440(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=687.228(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=3.835(m)下滑カ=869.028(kN)滑床反カR=573.467(kN)滑面抗滑カ=279.699(kN)粘聚力抗滑カ=95.870(kN)本块剩余下滑カ=493.460(kN)本块下滑カ角度=33.440(度)
226计算项目:31.31剖面地震+规划（深层滑坡）［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算地震烈度:8度地震作用综合系数：0.250地震作用重要性系数:1.000［坡面信息］坡面线段数6坡面线号水平投影加）竖直投影（m）超载数10.0007.200023.2003.800034.3002.900046.7005.900055.5004.900062.6003.0000［土层信息］坡面节点数7编号X(m)Y(m)00.0000.0000.0007.200-23.20011.000
227-37.50013.900-414.20019.800-519.70024.700-622.30027.700附加节点数0编号X(m)Y(m)不同十.性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700——28.00030.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影加)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)15.3003.5000.00028.00030.00027.0007.5000.00028.00030.00037.5009.8000.00028.00030.00042.4006.8000.00028.00030.000［计算条件］剩余ド滑カ计算目标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:・********3^林****杯*"******杵***科*******"・第1块滑体(直线滑动面)本块始点X=19.800末点X=22.191上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=123.362(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块舫带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=6.168(kN)有效的滑动面长度=7.184(m)下滑カ=122.497(kN)
228滑床反カR=41.057(kN)滑面抗滑カ=23.704(kN)粘聚力抗滑カ=201.140(kN)
229本块剩余下滑カ=-102.348(kN)木块下滑カ角度=70.560(度)*********************************************・第2块滑体(直线滑动面)本块始点X19.700末点X19.800上块传递推力=0.000(kN)推力角度=70.560(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=10.339(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.517(kN)佇效的滑动面长度=0.165(m)下滑カ=8.727(kN)滑床反カR=6.284(kN)滑面抗滑カ=3.628(kN)粘聚力抗滑カ=4.607(kN)本块剩余ド滑カ=0.493(kN)本块下滑カ角度=52.573(度)本块始点X=14.200末点X=19.700上块传递推力=0.493(kN)推力角度=52.573(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=731.345(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=36.567(kN)有效的滑动而长度=9.050(m)下滑カ=617.841(kN)滑床反カR=444.475(kN)滑面抗滑カ=256.618(kN)粘聚力抗滑カ=253.393(kN)本块剩余下滑カ=107.830(kN)本块下滑カ角度=52.573(度)本块始点X=12,300末点X=14.200上块传递推力=107.830(kN)推力角度=52.573(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)
230本块总重(包括水)=328.240(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
231本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=16.412(kN)有・效的滑动面长度二3.126(m)下滑カ384.906(kN)滑床反カR=199.488(kN)滑面抗滑カ!15.175(kN)粘聚力抗滑カ=87.536(kN)本块剰余下滑カ182.196(kN)本块下滑カ角度=52.573(度)*********************************************・第3块滑体(立线滑动面)本块始点X=7.500末点X=12.300上块传递推力=182.196(kN)推力角度=52.573(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=935.668(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=46.783(kN)有效的滑动面长度=7.035(m)下滑カ=912.136(kN)滑床反カR=656.196(kN)滑面抗滑カ=378.855(kN)粘聚力抗滑カ=196.976(kN)木块剰余下滑カ=336.305(kN)本块下滑カ角度=46.975(度)本块始点X=5.300末点X=7.500上块传递推力=336.305(kN)推力角度=46.975(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.435(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=23.972(kN)有效的滑动面长度=3.224(m)下滑カ=710.770(kN)滑床反カR=327.127(kN)滑面抗滑カ=188.867(kN)粘聚力抗滑カ=90.280(kN)
232本块剩余下滑カ=431.622(kN)本块下滑カ角度=46.975(度)
233***********************3|(******************9(0((*・第4块滑体(直线滑动面)・*****************************************9(0((*本块始点X=3.200东点X=5.300上块传递推力=431.622(kN)推力角度=46.975(度)本块滑面粘聚カ=28.000(kPa)滑向摩擦角:30.000(度)本块总重(包括水)=480.416(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=24.021(kN)有效的滑动面长度=2.517(™)下滑カ=708.394(kN)滑床反カR=501.907(kN)滑面抗滑カ=289.776(kN)粘聚力抗滑カ=70.464(kN)本块剩余下滑カ=348.154(kN)本块ド滑カ角度=33.440(度)本块始点X=0.000末点X=3.200上块传递推力=348.154(kN)推力角度=33.440(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=661.489(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=33.074(kN)有效的滑动面长度=3.835(m)下滑カ=745.749(kN)滑床反カR=551.989(kN)滑面抗滑カ=318.691(kN)粘聚力抗滑カ=107.374(kN)木块剩余ド滑カ=319.684(kN)本块ド滑カ角度=33.440(度)
234计算项目:34-34剖面门然+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计掉不考虑地震［坡面信息］坡面线段数7坡面线号水平投影(m)竖直投影(m)超载数10.0006.000021.6000.400030.5004.700043.9003.700056.2009.2000612.90013.1000720.70016.6000［土层信息〕坡面节点数8编号X(m)Y(m)00.0000.000-10.0006.000
235-21.6006.400-32.10011.100-46.00014.800-512.20024.000-625.10037.100-745.80053.700附加节点数〇编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700——28.00030.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数5滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)18.9008.9000.00028.00030.00025.50011.1000.00028.00030.00039.90011.3000.00028.00030.00049.6007.6000.00028.00030.000512.00014.9000.00010.00030.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剰余下滑カ计算时的安全系数:1.200计算结果:*********林************杯************1MC******♦第1块滑体(直线滑动面)*********林*杯*梆******"************杯***"*本块始点X=45.800末点X=45.819上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.006(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)
236有效的滑动面长度=0.031(m)下滑カ=0.005(kN)滑床反カR=0.004(kN)滑面抗滑カ=0.002(kN)粘聚力抗滑カ=0.310(kN)本块剩余下滑カ-0.308(kN)本块下滑カ角度二51.153(度)本块始点X=33.900末点X=45.800上块传递推力=-0.308(kN)推力角度=51.153(度)本块滑面粘聚力10.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=807.571(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=18.972(m)下滑カ=628.649(kN)滑床反カR=506.542(kN)滑面抗滑カ=292.452(kN)粘聚力抗滑カ=189.720(kN)本块剩余下滑カ=146.477(kN)本块下滑カ角度=51.153(度)**********杵*********杆・*****杯************杵*第2块滑体(直线滑动面)**********杵******杵*杵******"************杵本块始点X=25.100末点X=33.900上块传递推力=146.477(kN)推力角度=51.153(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦ffj=30.000(度)本块总重(包括水)=1178.709(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=11.224(m)下滑カ=874.473(kN)滑床反カR=956.578(kN)滑面抗滑カ=552.281(kN)粘聚力抗滑力=314.267(kN)本块剰余下滑カ=7.925(kN)本块下滑カ角度=38.367(度)
237本块始点X=24.300东点X=25.100上块传递推力=7.925(kN)推力角度=38.367(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
238本块总重(包括水)=104.386(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.020(m)下滑カ=72.718(kN)滑床反カR=81.843(kN)滑面抗滑カ=47.252(kN)粘聚力抗滑カ=28.570(kN)本块剩余下滑カ=-3.104(kN)本块下滑カ角度=38.367(度)*第3块滑体(直线滑动面)*********杯************3|(*********************本块始点X=14.400末点X=24.300上块传递推力=0.000(kN)推力角度=38.367(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1427.569(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=15.023(m)下滑カ=1073.767(kN)滑床反カR=940.734(kN)滑面抗滑カ=543.133(kN)粘聚力抗滑力=420.653(kN)本块剩余下滑カ=109.981(kN)木块下滑カ角度=48.778(度)*********林************杯***********3Moic*******第4块滑体(直线滑动面)*********杵・杵*杵・*****林************杵***"*本块始点X=12.200末点X=14.400上块传递推力=109.981(kN)推力角度=48.778(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=414.837(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
239本块水浮力=0.000(kN)本块地爬カ=0.000(kN)
240有效的滑动面长度=4.955(m)下滑カ=478.010(kN)滑床反カR=155.968(kN)滑面抗滑カ=90.048(kN)粘聚力抗滑力=138.744(kN)本块剩余下滑カ49.217(kN)本块下滑カ角度63.642(度)本块始点X=8.900末点X12.200上块传递推力=49.217(kN)推力角度=63.642(度)本块滑面粘聚力28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=790.566(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)行效的滑动面长度=7.433(m)下滑カ=957.593(kN)滑床反カR=350.997(kN)滑面抗滑カ=202.648(kN)粘聚力抗滑カ=208.117(kN)本块剩余下滑カ=146.828(kN)本块下滑カ角度=63.642(度)**********杵*********杆・*****杯************杵・第5块滑体(直线滑动面)**********3|a|c******3|a(c*3|c3|c******3|c3|c************j|a4c本块始点X=6.000末点X=8.900上块传递推力=146.828(kN)推力角度=63.642(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦ffj=30.000(度)木块总重(包括水)=708.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=4.101(m)下滑カ=1018.880(kN)滑床反カR=675.535(kN)滑面抗滑カ=390.020(kN)粘聚力抗滑力=114.834(kN)本块剰余下滑カ=114.026(kN)本块下滑カ角度=45.000(度)本块始点X=2.100末点X=6.000
241上块传递推力=114.026(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
242本块总重(包括水)=292.047(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.515(m)下滑カ1144.798(kN)滑床反力R=630.773(kN)滑面抗滑カ364.177(kN)粘聚カ抗滑力154.432(kN)本块剩余下滑カ=226.189(kN)本块下滑カ角度二45.000(度)本块始点X=1.600末点X2.100上块传递推力=226.189(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=88.665(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.707(m)下滑カ=688.885(kN)滑床反カR=62.696(kN)滑面抗滑カ=36.197(kN)粘聚力抗滑カ=19.799(kN)本块剩余下滑カ=632.889(kN)本块下滑カ角度=45.000(度)本块始点X=0.000末点X=1.600上块传递推力=232.889(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=222.048(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地議カ=0.000(kN)有效的滑动面长度=2.263(m)下滑カ=289.900(kN)滑床反カR=157.012(kN)滑面抗滑カ=90.651(kN)粘聚力抗滑カ=63.357(kN)
243本块剩余下滑カ=235.893(kN)木块下滑カ角度=45.000(度)
244计算项目:3も34剖面降雨+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计掉不考虑地震［坡面信息］坡面线段数7坡面线号水平投影(m)竖直投影(m)超载数10.0006.000021.6000.400030.5004.700043.9003.700056.2009.2000612.90013.1000720.70016.6000［土层信息〕坡面节点数8编号X(m)Y(m)00.0000.000-10.0006.000
245-21.6006.400-32.10011.100-46.00014.800-512.20024.000-625.10037.100-745.80053.700附加节点数〇编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700——25.00026.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数5滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)18.9008.9000.00025.00026.00025.50011.1000.00025.00026.00039.90011.3000.00025.00026.00049.6007.6000.00025.00026.000512.00014.9000.00025.00026.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剰余下滑カ计算时的安全系数:1.200计算结果:*********林************杯************1MC******♦第1块滑体(直线滑动面)*********林*杯*梆******"************杵***"*本块始点X=45.800末点X=45.819上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=0.006(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)
246有效的滑动面长度=0.031(m)下滑カ=0.005(kN)滑床反カR=0.004(kN)滑面抗滑カ=0.002(kN)粘聚力抗滑カ=0.776(kN)本块剩余下滑カ0.773(kN)本块下滑カ角度二51.153(度)本块始点X=33.900末点X=45.800上块传递推力=-0.773(kN)推力角度=51.153(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角26.000(度)本块总重(包括水)=838.993(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=18.972(m)下滑カ=652.656(kN)滑床反カR=526.252(kN)滑面抗滑カ=256.670(kN)粘聚力抗滑カ=474.299(kN)本块剩余下滑カ=8.313(kN)本块下滑カ角度=51.153(度)**********杵*********杆・*****杯************杵*第2块滑体(直线滑动面)**********杵******杵*杵******"************杵本块始点X=25.100末点X=33.900上块传递推力=0.000(kN)推力角度=51.153(度)木块滑面粘聚カ=25.000(kPa)滑面摩擦ffj=26.000(度)本块总重(包括水)=1224.573(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=11.224(m)下滑カ=760.096(kN)滑床反カR=960.122(kN)滑面抗滑カ=468.283(kN)粘聚力抗滑カ=280.596(kN)本块剰余下滑カ=11.217(kN)本块下滑カ角度=38.367(度)
247本块始点X=24.300东点X=25.100上块传递推力=11.217(kN)推力角度=38.367(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)
248本块总重(包括水)=108.447(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.020(m)下滑カ=78.531(kN)滑床反力R=85.028(kN)滑面抗滑カ=41.471(kN)粘聚力抗滑カ=25.509(kN)本块剩余下滑カ=11.552(kN)本块下滑カ角度=38.367(度)*第3块滑体(直线滑动面)*********9|(**杯*******************************本块始点X=14.400末点X=24.300上块传递推力=11.552(kN)推力角度=38.367(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1483.117(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=15.023(m)下滑カ=126.909(kN)滑床反カR=975.251(kN)滑面抗滑カ=475.662(kN)粘聚力抗滑カ=375.583(kN)木块剩余下滑カ=75.664(kN)木块下滑カ角度=48.778(度)***************桝******杯************Jfc****杯**第4块滑体(直线滑动面)*********林*杯*杵******林************杵***"*本块始点X=12.200末点X=14.400上块传递推力=275.664(kN)推力角度=48.778(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)本块总重(包括水)=430.978(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
249本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)
250有效的滑动面长度=4.955(m)下滑カ=52.613(kN)滑床反カR=120.633(kN)滑面抗滑カ=58.837(kN)粘聚力抗滑力=123.879(kN)本块剩余下滑カ69.897(kN)本块下滑カ角度63.642(度)本块始点X=8.900末点X12.200上块传递推力=69.897(kN)推力角度63.642(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角26.000(度)本块总重(包括水)=821.327(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)行效的滑动面长度=7.433(m)下滑カ=205.836(kN)滑床反カR=364.654(kN)滑面抗滑カ=177.854(kN)粘聚力抗滑カ=185.819(kN)本块剩余下滑カ=42.163(kN)本块下滑カ角度=63.642(度)**********杵*********杆・*****杯************杵・第5块滑体(直线滑动面)**********3|a|c******3|a(c*3|c3|c******3|c3|c************j|a4c本块始点X=6.000末点X=8.900上块传递推力=42.163(kN)推力角度=63.642(度)木块滑面粘聚カ=25.000(kPa)滑面摩擦ffj=26.000(度)本块总重(包括水)=735.710(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=4.101(m)下滑カ=318.205(kN)滑床反カR=789.423(kN)滑面抗滑カ=385.028(kN)粘聚力抗滑カ=102.530(kN)本块剰余下滑カ=30.647(kN)本块下滑カ角度=45.000(度)本块始点X=2.100末点X=6.000
251上块传递推力=30.647(kN)推力角度=45.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)
252本块总重(包括水)=23.757(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.515(m)下滑カ=1485.963(kN)滑床反カR=655.316(kN)滑面抗滑カ319.619(kN)粘聚力抗滑カ=137.886(kN)本块剩余下滑カ=128.458(kN)本块下滑カ角度二45.000(度)本块始点X=1.600末点X2.100上块传递推力=128.458(kN)推力角度=45.000(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦加=26.000(度)本块总重(包括水)=92.115(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=0.707(m)下滑カ=1093.594(kN)滑床反カR=65.135(kN)滑面抗滑カ=31.769(kN)粘聚力抗滑カ=17.678(kN)本块剩余ド滑カ=144.147(kN)本块下滑カ角度=45.000(度)本块始点X=0.000末点X=1.600上块传递推力=144.147(kN)推力角度=45.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=230.688(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地議カ=0.000(kN)有效的滑动面长度=2.263(m)下滑カ=1207.268(kN)滑床反カR=163.121(kN)滑面抗滑カ=79.559(kN)粘聚力抗滑カ=56.569(kN)
253本块剩余下滑カ=371.140(kN)木块下滑カ角度=45.000(度)
254计算项目:3も34剖面地震+规划（深层滑面）［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算地震烈度:8度地震作用综合系数：0.250地震作用重要性系数:1.000［坡面信息］坡面线段数?坡面线号水平投影（加）竖直投影（m）超载数10.0006.000021.6000.400030.5004.700043.9003.700056.2009.2000612.90013.1000720.70016.6000［土层信息〕坡面节点数8编号X(m)Y(m)00.0000.000
255-10.0006.000-21.6006.400-32.10011.100-46.00014.800-512.20024.000-625.10037.100-745.80053.700附加节点数0编号X(m)Y(m)不同土性区域数I区号重度饱和重度粘聚カ内摩擦用全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700——28.00030.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数5滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影加)竖直投影(m)矢髙(■)粘聚カ(kPa)内摩擦角(度)18.9008.9000.00028.00030.00025.50011.1000.00028.00030.00039.90011.3000.00028.00030.00049.6007.6000.00028.00030.000512.00014.9000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剩余ド滑カ剰余下滑カ计算时的安全系数:1.200计算结果:*********林*杯*桝******杯************Jfc****杯**第1块滑体(直线滑动面)*********林*杯*梆******"************杯***"*本块始点X=45.800末点X=45.819上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.006(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)
256有效的滑动面长度=0.031(m)下滑カ=0.005(kN)滑床反カR=0.004(kN)滑面抗滑カ=0.002(kN)粘聚力抗滑カ=0.869(kN)本块剩余下滑カ0.866(kN)本块下滑カ角度二51.153(度)本块始点X=33.900末点X=45.800上块传递推力=0.866(kN)推力角度=51.153(度)本块滑面粘聚力28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=807.571(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=40.379(kN)有效的滑动面长度=18.972(m)下滑カ=668.469(kN)滑床反カR=506.542(kN)滑面抗滑カ=292.452(kN)粘聚力抗滑カ=531.215(kN)本块剩余下滑カ=155.198(kN)本块下滑カ角度=51.153(度)**********杵*********杆・*****杯************杵*第2块滑体(直线滑动面)**********杵******杵*杵******"************杵本块始点X=25.100末点X=33.900上块传递推力=0.000(kN)推力角度=51.153(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦ffj=30.000(度)本块总重(包括水)=1178.709(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=58.935(kN)有效的滑动面长度=11.224(m)下滑カ=790.564(kN)滑床反カR=924.162(kN)滑面抗滑カ=533.565(kN)粘聚力抗滑力=314.267(kN)本块剰余下滑カ=57.269(kN)本块下滑カ角度=38.367(度)
257本块始点X=24.300东点X=25.100上块传递推力=57.269(kN)推力角度=38.367(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
258本块总重(包括水)=104.386(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=5.219(kN)有效的滑动面长度=1.020(m)下滑カ=12.743(kN)滑床反カR=81.843(kN)滑面抗滑カ=47.252(kN)粘聚力抗滑カ=28.570(kN)本块剩余下滑カ=63.079(kN)本块下滑カ角度=38.367(度)*第3块滑体(直线滑动面)*********杯************3|(*********************本块始点X=14.400末点X=24.300上块传递推力=0.000(kN)推力角度=38.367(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1427.569(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=71.378(kN)有效的滑动面长度=15.023(m)下滑カ=1145.145(kN)滑床反カR=940.734(kN)滑面抗滑カ=543.133(kN)粘聚力抗滑力=420.653(kN)本块剩余下滑カ=81.359(kN)木块下滑カ角度=48.778(度)*********林************杯***********3Moic*******第4块滑体(直线滑动面)*********杵・杵*杵・*****林************杵***"*本块始点X=12.200末点X=14.400上块传递推力=81.359(kN)推力角度=48.778(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=414.837(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
259本块水浮力=0.000(kN)本块地爬カ=20.742(kN)
260有效的滑动面长度=4.955(m)下滑カ=67.742(kN)滑床反カR=137.658(kN)滑面抗滑カ=79.477(kN)粘聚力抗滑力=138.744(kN)本块剩余下滑カ49.520(kN)本块下滑カ角度63.642(度)本块始点X=8.900末点X12.200上块传递推力=49.520(kN)推力角度=63.642(度)本块滑面粘聚力28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=790.566(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=39.528(kN)行效的滑动面长度=7.433(m)下滑カ=1097.424(kN)滑床反カR=350.997(kN)滑面抗滑カ=202.648(kN)粘聚力抗滑カ=208.117(kN)本块剩余下滑カ=86.659(kN)本块下滑カ角度=63.642(度)**********杵*********杆・*****杯************杵・第5块滑体(直线滑动面)**********3|a|c******3|a(c*3|c3|c******3|c3|c************j|a4c本块始点X=6.000末点X=8.900上块传递推力=686.659(kN)推力角度=63.642(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦ffj=30.000(度)木块总重(包括水)=708.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=35.408(kN)有效的滑动面长度=4.101(m)下滑カ=1186.783(kN)滑床反カR=720.232(kN)滑面抗滑カ=415.826(kN)粘聚力抗滑力=114,834(kN)本块剰余下滑カ=56.123(kN)本块下滑カ角度=45.000(度)本块始点X=2.100末点X=6.000
261上块传递推力=56.123(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
262本块总重(包括水)=892.047(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=44.602(kN)有效的滑动面长度=5.515(m)下滑カ=1331.498(kN)滑床反力R=630.773(kN)滑面抗滑カ364.177(kN)粘聚カ抗滑力154.432(kN)本块剩余下滑カ=212.889(kN)本块下滑カ角度二45.000(度)本块始点X=1.600末点X2.100上块传递推力=212.889(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=88.665(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=4.433(kN)有效的滑动面长度=0.707(m)下滑カ=880.018(kN)滑床反カR=62.696(kN)滑面抗滑カ=36.197(kN)粘聚力抗滑カ=19.799(kN)本块剩余下滑カ=224.021(kN)本块下滑カ角度=45.000(度)本块始点X=0.000末点X=1.600上块传递推力=224.021(kN)推力角度=45.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=222.048(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地歳カ=11.102(kN)有效的滑动面长度=2.263(m)下滑カ=392.135(kN)滑床反カR=157.012(kN)滑面抗滑カ=90.651(kN)粘聚力抗滑カ=63.357(kN)
263本块剩余下滑カ=238.128(kN)木块下滑カ角度=45.000(度)
264计算项目:38-38剖面门然+规划(浅层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计克不考虑地震［坡面信息］坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.800021.9001.100031.4001.900041.3000.000053.3003.9000614.20019.3000［土层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.800-21.9007.900
265-33.3009.800-44.600-57.900-622.100附加节点数0编号X(m)不同土性区域数1区号重度饱和重度9.80013.70033.000Y(m)粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500—12.00022.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)轻宜投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)14.6003.9000.00012.00022.000210.90015.4000.00012.00022.00036.60014.0000.00012.00022.000［计尊条件］剩余下滑カ计兑目标:计算剰余ド滑カ剰余卜.滑カ计覚时的安全系数:1.200计算结果:*********杵*科*杵******"************杵***杯・*第1块滑体(直线滑动面)*********杵*杵・林******林************我***"*本块始点X=15.500末点X=21.706上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=271.518(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块漆透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地段カ=0.000(kN)有效的滑动面长度=14.555(m)下滑カ=245.595(kN)滑床反カR=115.781(kN)滑面抗滑力=46.778(kN)粘聚力抗滑カ=174.654(kN)本块剩余下滑カ=24.163(kN)
266本块下滑カ角度=64.759(度)******************}|C************************j|C*・第2块滑体(直线滑动面)本块始点X7.900末点X:15.500上块传递推力=24.163(kN)推力角度，64.759(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=693.664(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=13.155(m)下滑カ=589.983(kN)滑床反カR=404.962(kN)滑面抗滑カ=163.615(kN)粘聚力抗滑カ=157.861(kN)本块剩余下滑カ=268.506(kN)本块下滑カ角度=54.709(度)本块始点X=4.600末点X=7.900上块传递推力=268.506(kN)推力角度=54.709(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总市(包括水)=336.923(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.712(m)下滑カ=543.514(kN)滑床反カR=194.648(kN)滑面抗滑カ=78.643(kN)粘聚力抗滑カ=68.545(kN)本块剰余下滑カ=396.326(kN)本块下滑カ角度=54.709(度)*********************************************・第3块滑体（直线滑动面）・*********］（（**********************************本块始点X=3.300末点X=4.600上块传递推力=396.326（kN）推力角度=54.709（度）本块滑面粘聚カ=12.000（kPa）滑面摩擦角=22.000（度）本块总重（包括水）=155.149（kN）
267本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地議カ=0.000(kN)有效的滑动面长度=1.704(m)下滑カ=484.177(kN)滑床反力R=217.019(kN)滑面抗滑カ87.681(kN)粘聚力抗滑カ=20.452(kN)本块剩余下滑カ=376.044(kN)本块ド滑カ角度二40.292(度)本块始点X=1.900末点X3.300上块传递推力=376.044(kN)推力角度40.292(度)本块滑而粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=172.122(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.835(m)下滑カ=487.353(kN)滑床反カR=131.288(kN)滑面抗滑カ=53.044(kN)粘聚力抗滑カ=22.025(kN)本块剩余下滑カ=412.284(kN)本块下滑カ角度=40.292(度)本块始点X=0.000末点X=1.900上块传递推力=412.284(kN)推力角度=40.292(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22,000(度)本块总重(包括水)=230.041(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地破カ=0.000(kN)有效的滑动面长度=2.491(m)下滑カ=561.048(kN)滑床反カR=175.466(kN)滑面抗滑カ=70.893(kN)粘聚力抗滑カ=29.892(kN)本块剩余下滑カ=460.264(kN)
268本块ド滑カ角度=40.292(度)
269计算项目:38-38剖面降雨+规划(浅层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数6坡而线号水平投影(m)竖直投影(m)超载数10.0006.800021.9001.100031.4001.900041.3000.000053.3003.9000614.20019.3000［土层信息］坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.800-21.9007.900-33.3009.800
270-44.6009.800-57.90013.700-622.10033.000附加节点数〇编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800—10.00016.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)14.6003.9000.00010.00016.000210.90015.4000.00010.00016.00036.60014.0000.00010.00016.000［计算条件］剩余下滑カ计尊冃标:计尊剰余下滑カ剰余下滑カ计算时的安全系数:1.200计算结果:*********杵*桝*"******朴************杵**・样・・第1块滑体(直线滑动面)************"*3|a(C******杯************样***"*本块始点X=15.500末点X=21.706上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)木块总帀(包括水)=290.598(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块灌透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地歳カ=0.000(kN)有效的滑动面长度=14.555(m)下滑カ=262.853(kN)滑床反カR=123.917(kN)滑面抗滑カ=35.533(kN)粘聚力抗滑カ=145.545(kN)本块剩余下滑カ=81.776(kN)本块下滑カ角度=64.759(度)
271******************9|U|C*：|C*********************9|C*・第2块滑体(直线滑动面)本块始点X=7.900末点X=15.500上块传递推力=81.776(kN)推力角度64.759(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)二742.408(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)行效的滑动面长度=13.155(m)下滑カ=686.498(kN)滑床反カR=443.177(kN)滑面抗滑カ=127.079(kN)粘聚力抗滑カ=131.551(kN)本块剩余下滑カ=427.868(kN)本块下滑カ角度=54.709(度)本块始点X=4.600末点X=7.900上块传递推力=427.868(kN)推力角度=54.709(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=360.599(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=5.712(m)下滑カニ722.201(kN)滑床反カR=208.326(kN)滑面抗滑カ=59.737(kN)粘聚力抗滑カ=57.121(kN)木块剰余下滑カ=605.344(kN)木块下滑カ角度=54.709(度)*********************************************・第3块滑体(直线滑动面)******************9|(************************3|U|C本块始点X=3.300末点X=4.600上块传递推力=605.344(kN)推力角度=54.709(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=166.051(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)
272本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地破カ=0.000(kN)有效的滑动面长度=1.704(m)下滑カ=693.663(kN)滑床反カR=277.376(kN)滑面抗滑カ-79.536(kN)粘聚力抗滑カ=17.043(kN)本块剩余下滑カ」597.083(kN)本块下滑カ角度40.292(度)本块始点X=1.900末点X=3.300上块传递推力=597.083(kN)推力角度40.292(度)本块滑面粘聚力10.000(kPa)滑向摩擦角16.000(度)本块总重(包括水)=184.217(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=1.835(m)下滑カ=716.214(kN)滑床反カR=140.513(kN)滑面抗滑カ=40.291(kN)粘聚力抗滑カ=18.354(kN)本块剩余下滑カ=657.568(kN)本块ド滑カ角度=40.292(度)本块始点X=0.000末点X=1.900上块传递推力=657.568(kN)推力角度=40.292(度)本块滑面粘聚カ=10.000(kPa)外面摩擦角=16.000(度)本块总率(包括水)=246.207(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.491(m)下滑カ=816.786(kN)滑床反カR=187.796(kN)滑面抗滑カ=53.850(kN)粘聚力抗滑カ=24.910(kN)本块剩余下滑カ=738.027(kN)本块下滑カ角度=40.292(度)
273计算项目:38-38剖面地震+规划(浅层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计掉地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数6坡面线号水平投影(a)影直投影(m)超我数10.0006.800021.9001.100031.4001.900041.3000.000053.3003.9000614.20019.3000［土层信息〕坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.800
274-21.9007.900-33.3009.800-44.6009.800-57.90013.700-622.10033.000附加节点数0编号X(m)Y(m)不同土性区域数I区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500—12.00022.000——(0,-1,-2,)不考虑水的作用滑动面线号水平投影加)竖直投影加)矢髙(m)粘聚カ(kPa)内摩擦角(度)14.6003.9000.00012.00022.000210.90015.4000.00012.00022.00036.60014.0000.00012.00022.000［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)［计算条件］剩余下滑カ计覚冃标:计算剩余下滑カ剩余下滑カ计算时的安全系数:1.200计算结果:*********杯****梆******杯************"***"*・第1块滑体(直线滑动面)***************杵・*****杯*****************杵*本块—点X=15.500末点X=21.706上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=12.000(kPa)滑而摩擦角=22.000(度)本块总重(包括水)=271.518(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块溶透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸力=13.576(kN)有效的滑动面长度=14.555(m)下滑カ=259.171(kN)滑床反カR=115.781(kN)滑面抗滑カ=46.778(kN)粘聚力抗滑カ=174.654(kN)
275本块剩余下滑カ=37.739(kN)本块下滑カ角度=64.759(度)*第2块滑体(直线滑动面)本块始点X7.900末点X=15.500上块传递推力=37.739(kN)推力角度=64.759(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角」22.000(度)本块总重(包括水)=693.664(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压力0.000(kN)本块水浮力=0.000(kN)本块地震カ=34.683(kN)有效的滑动面长度=13.155(m)下滑カ=638.034(kN)滑床反カR=407.331(kN)滑面抗滑カ=164.573(kN)粘聚力抗滑力=157.861(kN)本块剩余下滑カ=315.600(kN)本块ド滑カ角度=54.709(度)本块始点X=4.600末点X=7.900上块传递推力=315.600(kN)推力角度=54.709(度)木块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=336.923(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=16.846(kN)有效的滑动面长度=5.712(m)下滑カ=607.454(kN)滑床反カR=194.648(kN)滑面抗滑カ=78.643(kN)粘聚力抗滑カ=68.545(kN)本块剩余下滑カ=460.266(kN)本块下滑カ角度=54.709(度)*********************!|（*********************3|：**第3块滑体（直线滑动面）******************：|C**9|O|C**********************本块始点X=3.300末点X=4.600
276上块传递推力=460.266（kN）推力角度=54.709（度）本块滑面粘聚カ=12.000（kPa）滑面摩擦角=22.000（度）
277本块总重(包括水)=155.149(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=7.757(kN)有效的滑动面长度=1.704(m)下滑カ=553.861(kN)滑床反カR=232.939(kN)滑面抗滑カ94.113(kN)粘聚力抗滑カ=20.452(kN)本块剩余下滑カ=439.296(kN)本块下滑力角度40.292(度)本块始点X=1.900末点X3.300上块传递推力=439.296(kN)推力角度=40.292(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=172.122(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=8.606(kN)有效的滑动面长度=1.835(m)下滑カ=559.211(kN)滑床反カR=131.288(kN)滑面抗滑カ=53.044(kN)粘聚力抗滑カ=22.025(kN)本块剩余ド滑カ=484.142(kN)本块下滑カ角度=40.292(度)本块始点X=0.000末点X=1.900上块传递推力=484.142(kN)推力角度=40.292(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=230.041(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地歳カ=11.502(kN)有效的滑动面长度=2.491(m)下滑カ=644.408(kN)滑床反カR=175.466(kN)滑面抗滑カ=70.893(kN)粘聚力抗滑カ=29.892(kN)
278本块剩余下滑カ=543.624(kN)木块下滑カ角度=40.292(度)
279计算项目:38-38剖面自然+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考虑地震坡面线号水平投影(m)竖直投影(m)10.0004.900222.20032.300［坡面信息］坡面线段数!0超载数0134567超载1距离0.000(m)宽39.139(m)16.00022.9007.1006.300超载1距离O.OOO(m)寛9.492(m)5.6002.800超载1距离O.OOO(m)宽6.261(m)2.9003.100超载1距离O.OOO(m)宽4.245(m)2.20011.000超载1距离O.OOO(m)宽11.000(m)荷我(125.80—0.OOkPa)90.00(度)01荷载(1.00—59.20kPa)90.00(度)1荷载(59.20—57.35kPa)90.00(度)1荷载(57.35—129.50kPa)90.00
280(度)1荷载(129.50—0.OOkPa)90.00(度)
28189101.2008.50010.0005.6006.5005.000000［土层信息］坡面节点数11编号X(m)Y(m)00.0000.000-10.0004.900-222.20037.200-338.20060.100-445.30066.400-550.90069.200-653.80072.300-756.00083.300-857.20088.900-965.70095.400-1075.700100.400附加う点数0编号X(m)Y(m)不同上性区域数1区号重度饱和重度粘聚カ(kN/m3)(kN/m3)(kPa)122.700—28.000不考虑水的作用1内摩擦角全孔压（度）系数30.000——（0,»点编号T,-2,)［滑面信息］滑面线段数滑动面线号12344滑面线起始点坐标:(0.000,0.000)水平投影(m)登直投影(m)矢髙(m)粘聚カ(kPa)内摩擦角(度)42.10057.6000.00028.00030.00013.40013.0000.00028.00030.0006.50015.2000.00028.00030.0003.7009.7000.00028.00030.000［计算条件］剩余下滑カ计算目标:计兑剰余下滑カ剰余下滑カ计算时的安全系数:1.200计算结果:*********3|(********************************9|(**
282*第1块滑体(直线滑动面)******************9|(**9|(*********************3|(*本块始点X=62.000末点X=65.646上块传递推力=0.000(kN)推力角度0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=317.223(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度10.231(m)下滑カ=296.393(kN)滑床反カR=113.057(kN)滑面抗滑力=65.273(kN)粘聚力抗滑カ=286.457(kN)本块剰余下滑カ=-55.338(kN)本块下滑カ角度=69.121(度)*********************杵********************31ale*第2块滑体(直线滑动面)*********************杵******3|(***************本块始点X=57.200末点X=62.000上块传递推力=0.000(kN)推力角度=69.121(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1301.152(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=12.208(m)下滑カ=1196.354(kN)滑床反カR=511.599(kN)滑面抗滑カ=295.372(kN)粘聚力抗滑カ=341.820(kN)木块剰余下滑カ=559.162(kN)本块下滑カ角度=66.847(度)本块始点X=56.000末点X=57.200上块传递推力=559.162(kN)推力角度=66.847(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=398.690(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
283本块渗透水压カ=0.000(kN)
284本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.052(m)下滑カ=922.741(kN)滑床反カR=156.761(kN)滑面抗滑カ=90.506(kN)粘聚力抗滑カ=85.455(kN)本块剩余下滑カ749.780(kN)本块下滑カ角度二66.847(度)本块始点X55.500末点X56.000上块传递推力=749.780(kN)推力角度=66.847(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角,30.000(度)本块总重(包括水)=139.620(kN)本块总附加力Px=0.000(kN)Py-32.002(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.272(m)下滑カ=848.730(kN)滑床反カR=42.314(kN)滑面抗滑カ=24.430(kN)粘聚力抗滑カ=35.606(kN)本块剩余下滑カ=788.694(kN)本块下滑カ角度=66.847(度)*********3|c3|c*3|a|c*3|c3|c******3|a(c***********3|a|a|c***3|c3|c**第3块滑体(直线滑动面)*********杵*擀*"******朴************杵**・样・本块始点X=53.800末点X=55.500上块传递推力=788.694(kN)推力角度=66.847(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=295.984(kN)本块总附加力Px=0.000(kN)Py=-680.248(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地破カ=0.000(kN)有效的滑动面长度=2.369(m)下滑カ=459.953(kN)滑床反カR=28.751(kN)滑面抗滑カ=16.599(kN)粘聚力抗滑カ=66.319(kN)本块剩余下滑カ=377.034(kN)
285本块ド滑カ角度=44.132(度)本块始点X=50.900末点X=53.800
286上块传递推力=377.034(kN)推力角度=44.132(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=238.942(kN)本块总附加力Px=0.000(kN)Py=-396.589(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ0.000(kN)有效的滑动面长度二4.040(m)下滑カ=267.262(kN)滑床反カR=-113.149(kN)滑面抗滑カニ0.000(kN)粘聚カ抗滑カ一113.133(3)本块剩余下滑カ!54.129(kN)本块下滑カ角度二44.132(度)本块始点X=45.300末点X=50.900上块传递推力=154.129(kN)推力角度=44.132(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=630.242(kN)本块总附加力Px=0.000(kN)Py=-364.859(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.802(m)下滑カ=338.918(kN)滑床反カR=190.475(kN)滑面抗滑カ=109.971(kN)粘聚力抗滑力=218.464(kN)本块剩余下滑カ=10.483(kN)木块下滑カ角度=44.132(度)本块始点X=42.100末点X=45.300上块传递推力=10.483(kN)推力角度=44.132(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.299(kN)本块总附加力Px=0.000(kN)Py=-74.215(kN)本块筋带在滑面切向力Pt=0.000(kN)本块港透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)有效的滑动面长度=4.458(m)
287下滑カ=292.548(kN)滑床反カR=290.744(kN)滑面抗滑カ=167.861(kN)粘聚力抗滑カ=124.837(kN)本块剩余下滑カ=-0.149(kN)
288本块ド滑カ角度=44.132(度)*********************************************・第4块滑体(直线滑动面)本块始点X=38.200末点X=42.100上块传递推力=0.000(kN)推力角度44.132(度)本块滑面粘聚カ=28.000(kPa)滑向摩擦角30.000(度)本块总重(包括水)=691.408(kN)本块总附加力Px=0.000(kN)Py-88.557(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.609(m)下滑カ=486.705(kN)滑床反カR=355.734(kN)滑面抗滑カ=205.383(kN)粘聚力抗滑カ=185.057(kN)本块剩余下滑カ=96.264(kN)本块下滑カ角度=53.837(度)本块始点X=22.200末点X=38.200上块传递推力=96.264(kN)推力角度=53.837(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总帀(包括水)=3014.604(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=27.115(m)下滑カ=2530.074(kN)滑床反カR=1778.878(kN)滑面抗滑カ=1027.036(kN)粘聚力抗滑カ=759.210(d)本块剩余下滑カ=743.828(kN)本块下滑カ角度=53.837(度)本块始点X=0.000末点X=22.200上块传递推力=743.828(kN)推力角度=53.837(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=3345.240(kN)
289本块总附加力Px=0.000(kN)Py=-2437.720(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
290本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=37.62l(m)下滑カ=1476.504(kN)滑床反力R=535.515(kN)滑面抗滑カ:309.180(kN)粘聚カ抗滑カ1053.401(kN)本块剩余下滑カ=113.923(kN)本块下滑カ角度，53.837(度)
291计算项目:38-38剖面降雨+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数10坡面线号水平投影(m)竖直投影(m)超载数10.0004.9000222.20032.3001超载1距离0.000加)宽39.139(m)荷载(l25.80--0.00kPa)90.00(度)316.00022.900047.1006.3001超载1距离O.OOO(m)宽9.492(m)荷载(1.00—59.20kPa)90.00(度)55.6002.8001超载1距离O.OOO(m)宽6.261(m)荷载(59.20—57.35kPa)90.00(度)62.9003.1001超载1距离O.OOO(m)宽4.245(m)荷载(57.35—129.50kPa)90.00(度)72.20011.0001超载1距离0.000(m)宽11.000(m)荷载(129.50—0.OOkPa)90.00(度)
29281.20098.5001010.0005.6006.5005.000000［土层信息］坡面节点数11编号X(n>)Y(id)00.0000.000-10.0004.900-222.20037.200-338.20060.100-445.30066.400-550.90069.200-653.80072.300-756.00083.300-857.20088.900-965.70095.4007075.700100.400附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度枯聚カ|内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)（度）系数123.70025.00026.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标：（〇.000,0.000）滑动面线号水平投影（m）啜直投影（m）矢高加）粘聚カ（kPa）内摩擦角（度）142.10057.6000.00025.00026.000213.40013.0000.00025.00026.00036.50015.2000.00025.00026.00043.7009.7000.00025.00026.000［计算条件］剩余ド滑カ计算目标:计算剩余下滑力剩余ド滑カ计算时的安全系数:1.200计算结果:**********3|(*******3|(************************3|(*
293*第1块滑体(直线滑动面)*********3|(**9|t************************9|t*******本块始点X=62.000末点X=65.646上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=329.567(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度二10.231(m)下滑カ=307.926(kN)滑床反カR=117.456(kN)滑面抗滑カ=57.287(kN)粘聚力抗滑カ=255.765(kN)本块剩余下滑カ=-5.127(kN)本块下滑カ角度=69.121(度)***************科********************s|n|c*******第2块滑体(直线滑动面)************科***********************3(0((******本块始点X=57.200末点X=62.000上块传递推力=0.000(kN)推力角度=69.121(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1351.781(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=12.208(m)下滑カ=1242.905(kN)滑床反カR=531.506(kN)滑面抗滑カ=259.233(kN)粘聚力抗滑力=305.196(kN)本块剩余ド滑カ=678.476(kN)本块下滑カ角度=66.847(度)本块始点X=56.000末点X=57.200上块传递推力=678.476(kN)推力角度=66.847(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=414.204(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
294本块渗透水压カ=0.000(kN)
295本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=3.052(m)下滑カ=1059.319(kN)滑床反力R=162.860(kN)滑面抗滑カ79.432(kN)粘聚力抗滑カ=76.299(kN)本块剩余下滑カ=903.587(kN)本块下滑カ角度=66.847(度)本块始点X55.500末点X56.000上块传递推力=903.587(kN)推力角度=66.847(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=145.053(kN)本块总附加力Px=0.000(kN)Py二-32.002(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.272(m)下滑カ=1007.533(kN)滑床反カR=44.450(kN)滑而抗滑カ=21.680(kN)粘聚力抗滑カ=31.791(kN)本块剩余下滑カ=954.061(kN)本块下滑カ角度=66.847(度)**********j|a|c******31ale*3)o|c******3|c3|c************j|a|c*第3块滑体(直线滑动面)******************杵*桝******杯************杵本块始点X=53.800末点X=55.500上块传递推力=954.061(kN)推力角度=66.847(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦ffj=26.000(度)本块总重(包括水)=307.501(kN)本块总附加力Px=0.000(kN)Py=-680.248(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动曲长度=2.369(m)下滑カ=620.513(kN)滑床反カR=100.873(kN)滑面抗滑カ=49.199(kN)粘聚力抗滑カ=59.214(kN)本块剩余下滑カ=512.100(kN)
296本块下滑カ角度=44.132(度)本块始点X=50.900末点X=53.800
297上块传递推力=512.100(kN)推力角度=44.132(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26,000(度)本块总重(包括水)=248.239(kN)本块总附加力Px=0.000(kN)Py=-396.589(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二4.040(m)下滑カ=408.802(kN)滑床反カK-106.476(kN)滑面抗滑カ0.000(kN)粘聚カ抗滑力101.012(kN)本块剩余下滑カ=307.790(kN)本块下滑カ角度二44.132(度)本块始点X=45.300末点X=50.900上块传递推力=307.790(kN)推力角度=44.132(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=654.765(kN)本块总附加力Px=0.000(kN)Py=-364.859(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=7.802(m)下滑カ=509.655(kN)滑床反カR=208.076(kN)滑面抗滑カ=101.486(kN)粘聚力抗滑カ=195.057(kN)本块剩余下滑カ=213.113(kN)本块ド滑カ角度=44.132(度)本块始点X=42.100末点X=45.300上块传递推力=213.113(kN)推力角度=44.132(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)本块总重(包括水)=497.948(kN)本块总附加力Px=0.000(kN)Py=-74.215(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地宸カ=0.000(kN)有效的滑动面长度=4.458(m)下滑カ=508.163(kN)滑床反カR=304.129(kN)滑面抗滑カ=148.334(kN)粘聚力抗滑カ=111.461(kN)本块剩余下滑カ=248.368(kN)
298本块下滑カ角度=44.132(度)******************}|C************************j|C*・第4块滑体(直线滑动面)本块始点X38.200末点X=42.100上块传递推カニ248.368(kN)推力角度=44.132(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角;26.000(度)本块总重(包括水)=718.311(kN)本块总附加力Px=0.000(kN)Py=-88.557(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=6.609(m)下滑カ=753.239(kN)滑床反カR=329.741(kN)滑面抗滑カ=160.825(kN)粘聚力抗滑カ=165.230(kN)本块剩余下滑カ=427.184(kN)本块ド滑カ角度=53.837(度)本块始点X=22.200末点X=38.200上块传递推力=427.184(kN)推力角度=53.837(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)本块总重(包括水)=3131.905(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=27.115(m)下滑カ=2955.695(kN)滑床反カR=1848.096(kN)滑面抗滑カ=901.377(kN)粘聚力抗滑カ=677.866(kN)本块剰余下滑カ=1376.452(kN)本块下滑カ角度=53.837(度)本块始点X=0.000末点X=22.200上块传递推力=1376.452(kN)推力角度=53.837(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)
299本块总重(包括水)=3475.406(kN)本块总附加力Px=0.000(kN)Py=-2437.720(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
300本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=37.621(m)下滑カ=2214.217(kN)滑床反カR=612.324(kN)滑面抗滑カ=298.651(kN)粘聚力抗滑カ=940.537(kN)本块剩余下滑カ=975.030(kN)本块下滑カ角度，53.837(度)
301计算项目:38-38剖面地震+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数10坡面线号水平投影(m)竖直投影(m)超载数10.0004.9000222.20032.30013456超载1距离O.OOO(m)宽39.139(m)16.00022.9007.1006.300超载1距离O.OOO(m)宽9.492(m)5.6002.800超载1距离O.OOO(m)宽6.261(m)2.9003.100超载1距离O.OOO(m)宽4.245(m)荷载(125.80—0.00kPa)90.00(度)01荷载(1.00—59.20kPa)90.00(度)1荷载(59.20—57.35kPa)90.00(度)1荷载(57.35-129.50kPa)90.00(度)
30272.20011.0001超载1距离O.OOO(m)宽11.000(m)荷载(129.50--0.OOkPa)90.00(度)81.2005.600098.5006.50001010.0005.0000［土层信息］坡面节点数11编号X(m)Y(m)00.0000.000-10.0004.900-222.20037.200-338.20060.100-445.30066.400-550.90069.200-653.80072.300-756.00083.300-857.20088.900-965.70095.400-1075.700100.400附加う点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦用全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.70028.00030.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑而线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)啜荏投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)142.10057.6000.00028.00030.000213.40013.0000.00028.00030.00036.50015.2000.00028.00030.00043.7009.7000.00028.00030.000［计算条件］剩余下滑カ计算目标:计算剩余下滑カ剰余下滑カ计算时的安全系数:1.200计算结果:
303******************9|(**9|(*********************3|(**第1块滑体(直线滑动面)本块始点X62.000末点X=65,646上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角二30.000(度)本块总重(包括水)二317.223(kN)本块总附加力Px=0.000(kN)Py0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ=15.861(kN)行效的滑动面长度=10.231(m)下滑カ=312.254(kN)滑床反カR=113.057(kN)滑面抗滑カ=65.273(kN)粘聚力抗滑力=286.457(kN)本块剩余下滑力=-39.477(kN)本块下滑カ角度=69.121(度)*********************杵******3|(****************第2块滑体(直线滑动面)**********杵・*****杯*桝・*****杯************31ale本块始点X=57.200末点X=62.000上块传递推力=0.000(kN)推力角度=69.121(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1301.152(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=65.058(kN)有效的滑动面长度=12.208(m)下滑カ=1261.412(kN)滑床反カR=511.599(kN)滑面抗滑カ=295.372(kN)粘聚力抗滑カ=341.820(kN)本块剩余下滑カ=624.220(kN)本块下滑カ角度=66.847(度)本块始点X=56.000末点X=57.200上块传递推力=624.220(kN)推力角度=66.847(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)
304本块总重(包括水)=398.690(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)
305本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地破カ=19.935(kN)有效的滑动面长度=3.052(m)下滑カ=1010.733(kN)滑床反カR二156.761(kN)滑面抗滑カ90.506(kN)粘聚力抗滑カ=85.455(kN)本块剩余下滑カ=834.772(kN)本块下滑カ角度二66.847(度)本块始点X55.500末点X56.000上块传递推力=834.772(kN)推力角度=66.847(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=139.620(kN)本块总附加力Px=0.000(kN)Py=-32.002(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=6.981(kN)有效的滑动而长度=1.272(m)下滑カ=940.704(kN)滑床反カR=42.314(kN)滑面抗滑カ=24.430(kN)粘聚力抗滑カ=35.606(kN)本块剩余下滑カ=880.667(kN)木块ド滑カ角度=66.847(度)*********杵*"*"******杯************杵***杯・*第3块滑体(直线滑动面)*********杯・杯・3{0((******杯************样******木块始点X=53.800末点X=55.500上块传递推力=880.667(kN)推力角度=66.847(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)木块总帀(包括水)=295.984(kN)本块总附加力Px=0.000(kN)Py=-680.248(kN)本块筋带在滑面切向カPt=0.000(kN)本块灌透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地歳カ=14.799(kN)有效的滑动面长度=2.369(m)下滑カ=559.591(kN)滑床反カR=64.266(kN)滑面抗滑カ=37.104(kN)粘聚力抗滑カ=66.319(kN)本块剩余下滑カ=456.168(kN)本块下滑カ角度=44.132(度)
306本块始点X=50.900末点X=53.800上块传递推力=456.168(kN)推力角度=44.132(度)本块滑面粘聚力28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=238.942(kN)本块总附加力Px=0.000(kN)Py=-396.589(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=11.947(kN)有效的滑动面长度4.040(m)下滑カ=358.343(kN)滑床反カR=-113.149(kN)滑面抗滑カニ0.000(kN)粘聚カ抗滑カ113.133(kN)本块剩余下滑カ=245.210(kN)本块下滑カ角度=44.132(度)本块始点X=45.300末点X=50.900上块传递推力=245.210(kN)推力角度=44.132(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=630.242(kN)本块总附加力Px=0.000(kN)Py=-364.859(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=31.512(kN)有效的滑动面长度=7.802(m)下滑カ=461.511(kN)滑床反カR=190.475(kN)滑面抗滑カ=109.971(kN)粘聚力抗滑カ=218.464(kN)本块剩余下滑カ=133.077(kN)本块下滑カ角度=44.132(度)本块始点X=42.100末点X=45.300上块传递推力=133.077(kN)推力角度=44.132(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=479.299(kN)本块总附加力Px=0.000(kN)Py=-74.215(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
307本块地震カ=23.965(kN)有效的滑动面长度=4.458(m)下滑カ=439.106(kN)
308滑床反カR=290.744(kN)滑面抗滑カ=167.861(kN)粘聚力抗滑カ=124.837(kN)本块剩余下滑カ=146.409(kN)本块下滑カ角度=44.132(度)*第4块滑体(直线滑动面)本块始点X38.200末点X42.100上块传递推力=146.409(kN)推力角度=44.132(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角30.000(度)本块总重(包括水)=691.408(kN)本块总附加力Px=0.000(kN)Py-88.557(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=34.570(kN)行效的滑动而长度=6.609(m)下滑カ=665.589(kN)滑床反カR=331.053(kN)滑面抗滑カ=191.134(kN)粘聚力抗滑カ=185.057(kN)本块剩余下滑カ=289.398(kN)本块下滑カ角度=53.837(度)本块始点X=22.200末点X=38.200上块传递推力=289.398(kN)推力角度=53.837(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=3014.604(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=150.730(kN)有效的滑动面长度=27.115(m)下滑カ=2873.937(kN)滑床反カR=1778.878(kN)滑面抗滑カ=1027.036(kN)粘聚力抗滑カ=759.210(d)本块剩余下滑カ=1087.691(kN)本块下滑カ角度=53.837(度)本块始点X=0.000末点X=22.200上块传递推力=1087.691(kN)推力角度=53.837(度)
309本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=3345.240(kN)本块总附加力Px=0.000(kN)Py=-2437.720(kN)
310本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震力=167.262(kN)有效的滑动面长度=37.621(m)下滑カ=1987.630(kN)滑床反カR=535.5l5(kN)滑面抗滑カニ309.180(kN)粘聚カ抗滑カ-1053.401(kN)本块剩余下滑カ=625.049(kN)本块下滑カ角度=53.837(度)
311计算项目:42-42剖面自然+规划(浅层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影(m)翌直投影(m)超载数10.00014.000027.6000.700033.6000.800042.7002.100053.2006.10001トレ:信息］坡面节点数6编号X(m)Y(m)00.0000.0000.00014.000-27.60014.700-311.20015.500-413.90017.600-517.10023.700附加节点数〇
312编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500—12.00022.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)16.8006.0000.00012.00022.00028.40010.7000.00012.00022.00032.0007.0000.00012.00022.000［计算条件］剩余ド滑力计算目标:计算剩余下滑カ剩余卜‘滑カ计算时的安全系数:1.200计算结果:*********************杵******3(0((**************・第1块滑体(直线滑动面)**********j|a|c******3|a|c*3|a|c******j|n|c************31ale本块始点X=17.100末点X=17.200上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=0.324(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.364(m)下滑カ=0.311(kN)滑床反カR=0.089(kN)滑面抗滑カ=0.036(kN)粘聚力抗滑カ=4.368(kN)本块剩余下滑カ=-4.093(kN)本块下滑カ角度=74.055(度)本块始点X=15.200末点X=17.100上块传递推力=-4.093(kN)推力角度=74.055(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=65.522(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)
313本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地破カ=0.000(kN)有效的滑动面长度=6.916(m)下滑カ=58.908(kN)滑床反カR=18.000(kN)滑面抗滑カ=7.273(kN)粘聚力抗滑カ=82.993(kN)本块剩余下滑カ=-31.358(kN)本块下滑カ角度二74.055(度)*第2块滑体(宜线滑动面)本块始点X=13.900末点X=15.200上块传递推力=0.000(kN)推力角度=74.055(度)本块滑面粘聚カ=12.000(kPa)滑而摩擦角=22.000(度)本块总重(包括水)=71.357(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.105(m)下滑カ=56.128(kN)滑床反カR=44.063(kN)滑面抗滑カ=17.803(kN)粘聚力抗滑カ=25.263(kN)木块剩余ド滑カ=13.062(kN)本块下滑カ角度=51.866(度)本块始点X=11.200末点X=13.900上块传递推力=13.062(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=161.U8(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地成カ=0.000(kN)有效的滑动面长度=4.372(m)下滑カ=139.793(kN)
314滑床反カR=99.490(kN)滑面抗滑カ=40.197(kN)粘聚力抗滑カ=52.470(kN)本块剩余下滑カ=47.127(kN)本块下滑カ角度=51.866(度)
315本块始点X=7.600末点X=11.200上块传递推力=47.127(kN)推力角度=51.866(度)本块滑面粘聚力12.000(kPa)滑面摩擦角二22.000(度)本块总重(包括水)=385.487(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度エ5.830(m)下滑カ=350.341(kN)滑床反力R=238.037(kN)滑面抗滑カ:96.173(kN)粘聚力抗滑カ=69.960(kN)本块剩余下滑カ=184.208(kN)本块下滑カ角度=51.866(度)本块始点X=6.800末点X=7.600上块传递推力=184.208(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=120.674(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋帯在滑而切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.000(kN)有效的滑动面长度=1.296(m)下滑カ=279.126(kN)滑床反カR=74.516(kN)滑面抗滑カ=30.106(kN)粘聚力抗滑カ=15.547(kN)本块剰余下滑カ=233.474(kN)本块下滑カ角度=51.866(度)**********j|a|c******31ale******3(c3|c************j|c3|c*第3块滑体(直线滑动面)******************杵*桝******杯************梆本块始点X=0.000末点X=6.800上块传递推力=233.474(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=1423.195(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)
316本块地爬カ=0.000(kN)有效的滑动面长度=9.069(m)下滑カ=1171.223(kN)滑床反カR=1109.484(kN)滑面抗滑カ=448.260(kN)粘聚力抗滑カ=108.824(kN)本块剩余下滑カ614.139(kN)本块下滑カ角度二41,424(度)
317［计算简图］［控制参数］:釆用规范:通用方法计算目标:剩余下滑カ计算不考虑地震［坡面信息］坡面线段数5坡面线号水平投影（01）轻直投影（m）超载数10.00014.000027.6000.700033.6000.800042.7002.100053.2006.1000［土层信息〕坡面节点数6编号X(m)Y(m)00.0000.000-10.00014.000-27.60014.700-311.20015.500-413.90017.600-517.10023.700
318附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800—10.00016.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)16.8006.0000.00010.00016.00028.40010.7000.00010.00016.00032.0007.0000.00010.00016.000［计算条件］剩余下滑カ计算目标:计尊剰余下滑カ剰余下滑カ计克时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)***************杆******杆************Jfc****杯*木块始点X=17.100末点X=17.200上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=10.000(kPa)滑而摩擦角=16.000(度)本块总重(包括水)=0.347(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=0.364(m)下滑カ=0.333(kN)滑床反カR=0.095(kN)滑面抗滑カ=0.027(kN)粘聚力抗滑カ=3.640(kN)本块剩余下滑カ=-3.334(kN)本块下滑カ角度=74.055(度)本块始点X=15.200末点X=17.100上块传递推力=-3.334(kN)推力角度=74.055(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=70.126(kN)
319本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二6.916(m)下滑カ=64.094(kN)滑床反カR=19,265(kN)滑面抗滑カ=5.524(kN)粘聚力抗滑カ=69.161(kN)本块剩余下滑カ=-10.591(kN)本块下滑カ角度二74.055(度)*********************************************・第2块滑体(直线滑动面)*****************************31nle**************本块始点X=13.900末点X=15.200上块传递推力=0.000(kN)推力角度=74.055(度)本块滑面粘聚カ=10.OOO(kPa)滑而摩擦角=16.000(度)本块总重(包括水)=76.372(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=2.105(m)下滑カ=60.072(kN)滑床反カR=47.159(kN)滑面抗滑カ=13.523(kN)粘聚力抗滑カ=21.053(kN)木块剰余下滑カ=25.496(kN)本块F滑カ角度=51.866(度)本块始点X=11.200末点X=13.900上块传递推力=25.496(kN)推力角度=51.866(度)木块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=172.440(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块港透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=0.000(kN)有效的滑动面长度=4.372(m)
320下滑カ=161.133(kN)滑床反カR=106.481(kN)滑面抗滑カ=30.533(kN)粘聚力抗滑カ=43.725(kN)本块剩余下滑カ=86.875(kN)
321本块ド滑カ角度=51.866(度)本块始点X=7.600末点X=11.200上块传递推力=86.875(kN)推力角度=51.866(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=412.575(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度：5.830(m)下滑カ411.396(kN)滑床反カR=254.764(kN)滑面抗滑力=73.052(kN)粘聚力抗滑カ=58.300(kN)本块剩余ド滑カ=280.044(kN)本块下滑カ角度=51.866(度)本块始点X=6.800末点X=7.600上块传递推力=280.044(kN)推力角度=51.866(度)本块滑面粘聚カ=10.000(kPa)滑向摩擦角=16.000(度)本块总重(包括水)=129.154(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=1.296(m)下滑カ=381.633(kN)滑床反カR=79.752(kN)滑而抗滑カ=22.868(kN)粘聚力抗滑カ=12.956(kN)本块剩余ド滑カ=345.809(kN)本块ド滑カ角度=51.866(度)*********林*杯*梆・*****林************杵***"*♦第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=6.800上块传递推力=345.809(kN)推力角度=51.866(度)本块滑面粘聚カ=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=1523.204(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
322本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=9.069(m)下滑カ=1347.865(kN)滑床反力R=1204.835(kN)滑面抗滑カニ345.481(kN)粘聚カ抗滑カニ90.686(kN)本块剩余下滑カ=911.698(kN)本块下滑カ角度ー41.424(度)
323［计算简图］［控制参数］:采用规范:通用方法计算目标:剰余下滑カ计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000［坡面信息］坡面线段数5坡面线号水平投影(m)翌直投影(m)超载数10.00014.000027.6000.700033.6000.800042.7002.100053.2006.10001トレ:信息］坡面节点数6编号X(m)Y(m)00.0000.000-10.00014.000-27.60014.700-311.20015.500-413.90017.600-517.10023.700附加节点数〇
324编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500—12.00022.000——(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)轻直投影加)矢高(m)粘聚カ(kPa)内摩擦角(度)16.8006.0000.00012.00022.00028.40010.7000.00012.00022.00032.0007.0000.00012.00022.000［计算条件］剰余卜.滑カ计算H标:计算剰余ド滑カ剩余卜.滑カ计算时的安全系数:1.200计算结果:*********************************************・第1块滑体(直线滑动面)*********************************************木块始点X=17.100末点X=17.200上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)木块总重(包括水)=0.324(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)木块筋带在滑面切向カPt=0.000(kN)木块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=0.016(kN)有效的滑动面长度=0.364(m)下滑カ=0.327(kN)滑床反カR=0.089(kN)滑面抗滑カ=0.036(kN)粘聚力抗滑カ=4.368(kN)本块剩余下滑カ=-4.077(kN)本块下滑カ角度=74.055(度)本块始点X=15.200末点X=17.100上块传递推力=-4.077(kN)推力角度=74.055(度)本块滑面粘聚カ=12.000(kPa)滑而摩擦角=22.000(度)本块总重(包括水)=65.522(kN)
325本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
326本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地爬カ=3.276(kN)有效的滑动面长度=6.916(m)下滑カ=62.200(kN)滑床反力R=18.000(kN)滑面抗滑カ=7.273(kN)粘聚力抗滑カ=82.993(d)本块剩余下滑力=-28.065(kN)本块下滑カ角度:74.055(度)*********************************************・第2块滑体(直线滑动面)本块始点X13.900末点X=15.200上块传递推力=0.000(kN)推力角度=74.055(度)本块滑而粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.357(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=3.568(kN)有效的滑动而长度=2.105(m)下滑カ=59.696(kN)滑床反カR=44.063(kN)滑面抗滑カ=17.803(kN)粘聚力抗滑カ=25.263(kN)本块剩余ド滑カ=16.630(kN)本块下滑カ角度=51.866(度)本块始点X=11.200末点X=13.900上块传递推力=16.630(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=161.118(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块溶透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地穫カ=8.056(kN)有效的滑动面长度=4.372(m)下滑カ=151.417(kN)滑床反カR=99.490(kN)滑面抗滑カ=40.197(kN)粘聚力抗滑カ=52.470(kN)
327本块剩余下滑カ=58.751(kN)本块下滑カ角度=51.866(度)
328本块始点X=7.600末点X=11.200上块传递推力=58.751(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=385.487(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カニ0.000(kN)本块水浮力=0.000(kN)本块地震カ」19.274(kN)有效的滑动面长度=5.830(m)下滑カ=381.239(kN)滑床反カR=238.037(kN)滑面抗滑カ96.173(kN)粘聚力抗滑カ=69.960(kN)本块剩余下滑カ215.106(kN)本块下滑カ角度=51.866(度)本块始点X=6.800末点X=7.600上块传递推力=215.106(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=120.674(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)木块地震カ=6.034(kN)有效的滑动面长度=1.296(m)下滑カ=316.058(kN)滑床反カR=74.516(kN)滑面抗滑カ=30.106(kN)粘聚力抗滑カ=15.547(kN)木块剩余下滑カ=270.405(kN)本块下滑カ角度=51.866(度)**********杵******蚌***林****"************第3块滑体(直线滑动面)**********杆******林*********"************杵本块始点X=0.000末点X=6.800上块传递推力=270.405(kN)推力角度=51.866(度)本块滑面粘聚カ=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=1423.195(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)
329本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=71.160(kN)
330有效的滑动面长度=9.069(m)下滑カ=1278.703(kN)滑床反カR=1116.178(kN)滑面抗滑カ=450.965(kN)粘聚力抗滑カ=108.824(kN)本块剩余下滑カ718.915(kN)本块下滑カ角度」41.424(度)
331计算项目:42-42剖面门然+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考慮地震［坡面信息］坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数10.0000.5000215.20016.7001超载1距离0.000(m)宽22.582(m)荷载(257.15—46.251^/)90.00(度)3超载146.400距离〇.C8.90014.800)00(m)宽7.200(m)6.6001荷载(46.25—0.00kPa)90.00(度)0［土层信息］坡面节点数5编号X(m)Y(m)00.0000.000-10.0000.500-215.20017.200-321.60032.000
332-430.50038.600附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖立投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)18.0001.9000.00028.00030.00025.5005.2000.00028.00030.000313.60022.9000.00028.00030.00043.4008.7000.00028.00030.000［计算条件］剰余下滑カ计算冃标:计算剩余下滑カ剰余下滑カ计克时的安全系数:1.200计算结果:
333**********：!(**********************************・第2块滑体(直线滑动面)******************3|C************************3|C*本块始点X=21.600末点X=27,100上块传递推力=0.000(kN)推力角度68.654(度)本块滑面粘聚カ=28.000(kPa)滑向摩擦角;30.000(度)本块总重(包括水)=1225.482(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二10.771(m)下滑カ=1053.673(kN)滑床反カR=622.762(kN)滑面抗滑カ=361.284(kN)粘聚力抗滑カ=301.591(kN)本块剩余下滑カ=390.798(kN)本块ド滑カ角度=59.294(度)
334有效的滑动面长度=3.329(m)下滑カ=984.981(kN)滑床反カR=106.698(kN)滑面抗滑カ=61.602(kN)粘聚力抗滑カ=93.219(kN)本块剩余下滑カ830.160(kN)本块下滑カ角度=59.294(度)*第3块滑体(直线滑动面)本块始点X=8.000末点X=13.500上块传递推力830.160(3)推力角度59.294(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角;30.000(度)本块总重(包括水)1104.064(kN)本块总附加力Px=0.000(kN)Py=-882.415(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=7.569(m)下滑カ=950.673(kN)滑床反カR=388.498(kN)滑面抗滑カ=224.299(kN)粘聚力抗滑カ=211.932(kN)本块剩余ド滑カ=514.441(kN)本块下滑カ角度=43.394(度)*********林*杯*梆・*****林************杵***"**第4块滑体(直线滑动面)************杵*杵******"************杵**・杯・本块始点X=0.000末点X=8.000上块传递推力=514.441(kN)推力角度=43.394(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=811.038(kN)本块总附加力Px=0.000(kN)Py=-2396.624(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地穫カ=0.000(kN)有效的滑动面长度=8.223(m)下滑カ=78.982(kN)滑床反カR=-1285.192(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=230.231(kN)
335本块剩余下滑カ=0.000(kN)木块下滑カ角度=13.360(度)
336计算项目:42-42剖面降雨+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算不考慮地震［坡面信息］坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数10.0000.5000215.20016.7001超载1距离0.000(m)宽22.582(m)荷载(257.15—46.251^/)90.00(度)3超载146.400距离〇.C8.90014.800)00(m)宽7.200(m)6.6001荷载(46.25—0.00kPa)90.00(度)0［土层信息］坡面节点数5编号X(m)Y(m)00.0000.000-10.0000.500-215.20017.200-321.60032.000
337-430.50038.600附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ(kN/m3)(kN/m3)(kPa)123.700—25.000不考虑水的作用内摩擦角全孔压节点编号(度)系数26.000—(0,~1,~2,)［滑面信息］滑面线段数4滑面线起始点坐标:(C滑动面线号水平投影(m)竖立投影(m)18.0001.90025.5005.200313.60022.90043.4008.7001.000,0.000)矢高(m)粘聚カ(kPa)内摩擦角(度)0.00025.00026.0000.00025.00026.0000.00025.00026.0000.00025.00026.000［计算条件］剰余下滑カ计算冃标:计算剩余下滑カ剰余下滑カ计克时的安全系数:1.200计算结果:
338**********：!(**********************************・第2块滑体(直线滑动面)******************3|C************************3|C*本块始点X=21.600末点X=27,100上块传递推力=0.000(kN)推力角度68.654(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1273.166(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度二10.771(m)下滑カ=1094.672(kN)滑床反カR=650.Ill(kN)滑面抗滑カ=317.080(kN)粘聚力抗滑カ=269.278(kN)本块剩余下滑カ=508.314(kN)本块ド滑カ角度=59.294(度)
339有效的滑动面长度=3.329(m)下滑カ=1249.556(kN)滑床反カR=113.413(kN)滑面抗滑カ=55.315(kN)粘聚力抗滑カ=83.231(kN)本块剩余下滑カHll.OlO(kN)本块下滑カ角度=59.294(度)*第3块滑体(直线滑动面)本块始点X=8.000末点X=13.500上块传递推力=Hll.OlO(kN)推力角度=59.294(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角:26.000(度)本块总重(包括水)=1147.024(kN)本块总附加力Px=0.000(kN)Py=-882.415(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动而长度=7.569(m)下滑カ=1250.291(kN)滑床反カR=496.658(kN)滑面抗滑カ=242.236(kN)粘聚力抗滑カ=189.225(kN)本块剩余ド滑カ=818.829(kN)本块下滑カ角度=43.394(度)*********林*杯*梆・*****林************杵***"**第4块滑体(直线滑动面)************杵*杵******"************杵**・杯・本块始点X=0.000末点X=8.000上块传递推力=818.829(kN)推力角度=43.394(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=842.596(kN)本块总附加力Px=0.000(kN)Py=-2396.624(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地穫カ=0.000(kN)有效的滑动面长度=8.223(m)下滑カ=349.792(kN)滑床反カR=-1102.138(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=205.563(kN)
340本块剩余下滑カ=144.229(kN)木块下滑カ角度=13.360(度)
341计算项目:42-42剖面地震+规划(深层滑面)［计算简图］［控制参数］:采用规范:通用方法计算目标:剩余下滑カ计算地震烈度:8度地震作用综合系数：0.250地震作用重要性系数:1.000［坡面信息］坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数10.0000.5000215.20016.7001超载1距离0.000(m)宽22.582(m)荷我(257.15—46.251^^)90.00(度)36.40014.8001超载1距离0.000(m)宽7.200(m)荷载(46.25--0.OOkPa)90.00(度)48.9006.6000［土层信息〕坡面节点数5编号X(m)Y(m)00.0000.000-10.0000.500
342-215.20017.200-321.60032.000-430.50038.600附加节点数〇编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚カ内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700—28.00030.000—(0,-1,-2,)不考虑水的作用［滑面信息］滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚カ(kPa)内摩擦角(度)18.0001.9000.00028.00030.00025.5005.2000.00028.00030.000313.60022.9000.00028.00030.00043.4008.7000.00028.00030.000［计尊条件］剩余下滑カ计兑目标:计算剰余ド滑カ剰余卜.滑カ计覚时的安全系数:1.200计算结果:************杆*杵******"************杵***"*♦第1块滑体(直线滑动面)本块始点X=27.100末点X=30.445上块传递推力=0.000(kN)推力角度=0.000(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=261.278(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块漆透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地段カ=13.064(kN)有效的滑动面长度=9.190(m)下滑カ=256.418(kN)滑床反カR=95.104(kN)滑面抗滑カ=54.908(kN)粘聚力抗滑カ=257.308(kN)本块剩余下滑カ=-55.798(kN)
343本块下滑カ角度=68.654(度)******************}|C************************j|C*♦第2块滑体(直线滑动面)本块始点X21.600末点X27.100上块传递推力=0.000(kN)推力角度68.654(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.482(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=61.274(kN)行效的滑动面长度=10.771(m)下滑カ=1114.947(kN)滑床反カR=622.762(kN)滑面抗滑カ=361.284(kN)粘聚力抗滑カ=301.591(kN)本块剩余下滑カ=452.072(kN)本块ド滑カ角度=59.294(度)本块始点X=15.200末点X=21.600上块传递推力=452.072(kN)推力角度=59.294(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000(度)本块总重(包括水)=1521.319(kN)本块总附加力Px=0.000(kN)Py=-166.500(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=76.066(kN)有效的滑动面长度=12.534(m)下滑カ=1693.017(kN)滑床反カR=691.805(kN)滑面抗滑カ=399.414(kN)粘聚力抗滑力=350.942(kN)本块剰余下滑カ=942.660(kN)本块下滑カ角度=59.294(度)本块始点X=13.500末点X=15.200上块传递推力=942.660(kN)推力角度=59.294(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=337.936(kN)
344本块总附加力Px=0.000(kN)Py=-128.980(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)
345本块水浮力=0.000(kN)本块地震カ=16.897(kN)有效的滑动面长度=3.329(m)下滑カ=1139.218(kN)滑床反カR=106.698(kN)滑面抗滑カ=61.602(kN)粘聚力抗滑カ=93.219(kN)本块剩余下滑カ=984.397(kN)本块下滑カ角度二59.294(度)♦第3块滑体(直线滑动面)本块始点X=8.000末点X=13.500上块传递推力=984.397(kN)推力角度59.294(度)本块滑而粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1104.064(kN)本块总附加力Px=0.000(kN)Py=-882.415(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=55.203(kN)有效的滑动面长度=7.569(m)下滑カ=1154.212(kN)滑床反カR=430.754(kN)滑面抗滑カ=248.696(kN)粘聚力抗滑カ=211.932(kN)木块剩余下滑カ=693.584(kN)本块下滑カ角度=43.394(度)♦***********杵*杵******"************杵**・杯・♦第4块滑体(直线滑动面)♦********杵*杵・朴******林************"***"*本块始点X=0.000末点X=8.000上块传递推力=693.584(kN)推力角度=43.394(度)木块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=811.038(kN)本块总附加力Px=0.000(kN)Py=-2396.624(kN)本块筋带在滑面切向カPt=0.000(kN)本块漆透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地段カ=40.552(kN)有效的滑动面长度=8.223(m)
346下滑カ=274.623(kN)滑床反カR=-1195.529(kN)滑面抗滑カ=0.000(kN)粘聚力抗滑カ=230.231(kN)本块剩余下滑カ=44.392(kN)
347本块下滑カ角度=13.360（度）*科******林****杯*梆・****・杯*********杵******"*♦第1块滑体(直线滑动面)*村******杵*杵*杵******林*********杵******杯*本块始点X=27.100末点X=30.445上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=261.278(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地穫カ=0.000(kN)有效的滑动面长度=9.190(m)下滑カ=243.355(kN)滑床反カR=95.104(kN)滑面抗滑カ=54.908(kN)粘聚力抗滑カ=257.308(kN)本块剩余下滑カ=0.000(kN)木块下滑カ角度=68.654(度)本块始点X=15.200末点X=21.600上块传递推力=390.798(kN)推力角度=59.294(度)本块滑面粘聚カ=28.000(kPa)滑而摩擦角=30.000
348(度)本块总重(包括水)=1521.319(kN)本块总附加力Px=0.000(kN)Py=-166.500(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=12.534(m)下滑カ=1555.676(kN)滑床反カR=691.805(kN)滑面抗滑カ=399.414(kN)粘聚力抗滑カ=350.942(kN)木块剩余下滑カ=805.320(kN)木块下滑カ角度=59.294(度)本块始点X=13.500末点X=15.200上块传递推力=805.320(kN)推力角度=59.294(度)本块滑面粘聚カ=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=337.936(kN)本块总附加力Px=0.000(kN)Py=-128.980(kN)本块筋带在滑面切向カPt=0.000(kN)
349本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)*科*****4(林**杯*林******杯*********杵******"*♦第1块滑体(直线滑动面)*村******杵*杵*杵******林*********杵******杯*本块始点X=27.100末点X=30.445上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=271.444(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地穫カ=0.000(kN)有效的滑动面长度=9.190(m)下滑カ=252.824(kN)滑床反カR=98.805(kN)滑面抗滑カ=48.190(kN)粘聚力抗滑カ=229.740(kN)本块剩余下滑カ=-25.106(kN)木块下滑カ角度=68.654(度)
350本块始点X=15.200末点X=21.600上块传递推力=508.314(kN)推力角度=59.294(度)本块滑面粘聚カ=25.000(kPa)滑而摩擦角=26.000(度)本块总重(包括水)=1580.514(kN)本块总附加力Px=0.000(kN)Py=-166.500(kN)木块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)有效的滑动面长度=12.534(m)下滑カ=1724.089(kN)滑床反カR=722.032(kN)滑面抗滑カ=352.158(kN)粘聚力抗滑カ=313.341(kN)本块剩余下滑カ=1058.589(kN)木块下滑カ角度=59.294(度)本块始点X=13.500末点X=15.200上块传递推力=1058.589(kN)推力角度=59.294(度)本块滑面粘聚カ=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)
351=351.086(kN)本块总附加力Px=0.000(kN)Py=-128.980(kN)本块筋带在滑面切向カPt=0.000(kN)本块渗透水压カ=0.000(kN)本块水浮力=0.000(kN)本块地震カ=0.000(kN)
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